SW8040220_APPROVED PLANS_20200508

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 y t7 2 ZO
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2a2o bSog
YYYYM M D D

�.:y'. _ _ � 1.. - •-�- - '-. at 1 i .'. .'�.-_.. - � , ____.. ._. :��_ _�. _� _t i:. .�.. ._.a .:i.i _� •. .. c-'J - - -a.i�. a _. .,. ..._ - 't ... s- -
VICINITY MAP
VICINITY MAP
(NTS)
LEGEND
DESCRIPTION EXISTING PROPOSED
1' CONTOUR INTERVAL_.-
5' CONTOUR INTERVAL --------------
PROPERTY LINE -----_---_—_._
ROADWAY CENTERLINE --------------- ----•----------
RIGHT OF WAY LIMITS—.._..,_..�-.--..-n._..._ _......-_..._..._„._.-..�...�
EASEMENT LINE - ----- ---
CURB & GUTTER
SANITARY SEWER FACILITIES-----E�-----�
STORM SEWER FACILITIES ------ ------
WATERLINE-------•-_�---- --
FIRE HYDRANT ASSEMBLY (--F>�---N-
WATERWAYS ----'- N/A
PROPOSED
X
PROPOSED LOT AND S.F. 5,000 s.f.
OPEN SPACE LABEL QQ STREET SIGN +C___
OPEN SPACE
404 WETLANDS
BUILDING SET BACKS ----
PRIVATE SANITARY SET BACKS FLOW DIRECTION
SITE DEVELOPMENT PLAN
FOR
WILMINGTON, NORTH--CAROLINA
DUNE 2018
}
All
L1_"_=_200p
MUNGO HOMES OF NORTH CAROLINA, INC.
2521 SCHIEFFELIN ROAD, SUITE #116
APEX, NC 27502
919-303-8525
PREPARED
BY:
GSP CONSULTING,PLLC
ENGINEERING
6626 Gordon Road, Unit C, Wilmington, North Carolina 28411 tel: [phone] fax: [phone] License # P-0718
SHT C-0 COVER SHEET.
SHT C— I GENERAL NOTES
SHT C-2 EXISTING CONDITIONS PLAN
SHT C-3 SITE PLAN
SHT C-4.1 UTILITY PLAN
SHT C-4.2 UTILITY PROFILES
SHT C-4.3 UTILITY PROFILES
SHT C-5 GRADING, DRAINAGE & E&SC PLAN
SHT C—S STANDARD DETAILS
SHT C— 7 STANDARD DETAILS
SHT C-8 STANDARD DETAILS
­SITE17-- DAT A TABLE
GENERAL. NOTES:
1. NEW HANOVER COUNTY PARCEL NO.:
PIN: 326012.95.3441
2. TRACT AREA: 7,97 AC.t
3. ZONING DISTRICT: (CZD) R-7
4, COMPREHENSIVE PLAN CLASSIFICATION: COMMUNITY MIXED USE
DEVELOPMENT QATA:
TOTAL TRACT AREA - 7.97 AC.
PERFORMANCE RESIDENTIAL DENSITY -
7.97 AC. Q 6.0 UNITS/AC. (R-7 DENSITY) _
TOTAL UNITS PERMITTED _- 48
" 48 UNITS PROPOSED
AREA IN UNIT COVERAGE - 2.35 AC.±
AREA IN PUBLIC R/W - 1.24 AC.t
OPEN SPACE/COMMON AREA - 4.38 qQ.f
TOTAL TRACT AREA - 7,97 AC.t
RECREATION SPACE -
48 X 0.03 AC./UNIT = 1.44 AC. REQUIRED
TOTAL. REC AREA PROV D. - 1.52 AC.+
(NOTE: THERE ARE NO KXANDS OR SPECIFIC WEDWENTS TO THE RECREATION
AREAS BEING ACTIVE OR PASSIVE IN THEIR USE.)
UTILITY CAPACITY REQUESTS:
PROPOSED SEWER CAPACITY -
48 UNITS 0 360 GPD = 17,280 GPD
PROPOSED WATER CAPACITY -
48 UNITS 0 400 GPD = 19,200 GPD
i
SEAL '
031315
CRY S pAn••
NOTE:
ALL DESIGN AND CONSTRUCT L BE IN CONFORMANCE WITH THE
NEW HANOVER COUNTY ZONING ORDINANCE & THE STATE OF NORTH
CAROLINA
PROJECT NAME: VILLAGES AT PLANTATION LANDING
GSP CONSULTING PROJECT #: 2018-0002

Q.B. 5681-2733 ZONING: R-15 ( 1
N/F 1
WYONNE & BARBARA GREENE ZONING: R-15 t _ LAND USE: VACANT j SAGEWOOQ PLA ATION LANDING `
D.8. 5896-1652 LAND USE: RESIDENTIAAL PH E 2 1
\ , N N/F
-x,- - CHARLES & ASHLEY WHITLEY - �x38.27 y -r
1 ANNIE REDDICI( MCMILLIAN ETAL _ / f
ems _--_ "�•X3171 �" - rx1_266� 1 ` - ��--- __ _ _ _R-4_-_ `� E�I�LIFFTER- .YG: R-15 f
_ � 4a9, 9 -� - -Z01�1 �' � - _ -- - / X _LAND USES--RESIBEt C -�. $3 '-- # --U USE: RESIDENTIAL
N- � -._ -` - - .- - - - � - - - ---=-- - T=
DANIEL LEE & DELPHINE RENA GRE = - - `- - , i x3638 x3a66 x 3e i2 x39.24
D.U. 2716-691 1 x39.6, -� -- 3�- ---'' FNwI�lFNw
1 20' BUFI: EN - P„,2e
ZONING: R-15 - --^ x - --� �� ^-=vv---- --- --:
LAND USE: RESIDENTIAL FIT,
- 94x40.sB ..r � -
-\ / ..� �. w. - ..- - - - .- -. - x . 3 - r 4iC ' "-'�'-^39.91
4 35 SETBACK I I
---------� -----------, I
L I
i x40.O1 SPILLWAY I i l
- ' I ' 38 F%W I
STORM TABLE 1 urol- - r I INV. 35.37' : I �""
I
f !
1 '
f '
' ' 1
%jjfj x 47.01
1 /47.03 '
x
,.
`4
w
/DM'ROAN x39, r x39.7 x -xTn- ,- - - _ - - ~ ` ! I I I !
3 x39,91 x39.66 ` / x3d93
I I I I
I � � I
1 T FENCE x40t4 1- I I I 9.s4 1 N/F
52 1 VERFLOW TRUCTURE I l a III J N/F I JESSICA KIRST
x40.60 I INV: 35. 8' x4°'1" x39.47 I Cr f DAVID & BEVERLY ANDERSON
I RATE: 38. 6'\,s• _ D.B. 5915--2685
1 I I x4a3+ I I NV 36" RC : 35.23' I I /j I V): I III 1 \ D.B. 5831-1109 ZONING: R-15
N\24• BOTTOM OF BOX: 34.22 !� I I I f 1 Il ZONING: R-15 LAND USE: RESIDENTIAL
� „' � k4. LIMITS OF x3&93 I ! LAND USE: RESIDENTIAL
1 7� I I x a.91 x39.22 I I I \ DISTURBANCE I III I I 37.8A X 3&31
XA77 II I I x FNw OR
c
13 1 14 I 15 I 1 .33 �++' 17 I 18 I x 39.,6 19 ,{ RtrtMOD4,.21 I I III 1
x40.4Ij� M\1fi' I
1 x,a3� I x40.13 ELEV-f41.78 / 'C• =41.15
x 4a3, T I I � E y
j r� \,4• 1 I 1
i I 111+12 TORM MANHOLE ! V: 'z 01t
� I I
■ I ` 1 x .1, (OVERFLOW} FES IE EX1 !, . I J I I 39.85
x4aaB I 16- „ 3� 3965 Phl\,z 3699 RIM: 40.51INV: 37, 3'
I TT OF BOX: 34.65' SS W x SS x - S5 SS 39 Ii ' 3
x40.26 Stl. OAK �_.
Ix40. 41�39U- 39.23- 40. i M M -- -- M --' - M
' x� x45,41 x44.76 fx4.197 x "O' I \ - I RH\I,' PIN\1fi" W W WLil .79a 0.51' x39. x38.45 W x37.2O - -M J-...x3\76
� I - - i,39a � 1NA.3�:f19! '" �-� - --- � _� �-•�.....� - - -..- - - .- -
\ ! `� xr82 - - - - - - - - X39 - �, �,, \ \ t PLANTATION LANDING ROAD
x473s 1 ` _ I 6` STORM MH N C �x�a 54 E \ / \
XM04 !FNW /' x4&5CdR j2! ' BUFFER 1 L 6! 4. S w3B.0Y•^-
/(6�vERFL�W} RIM: 39.98' .. �� _l (5� PRIVATE ROW)
3� � --- ----...--� l M: / / /
\ eon117,
OAKpl753[R\,2. 1 x39.7B 2a I 4D.15' INV:-
\ 2t� 1 LIMI S OF ! x42z4 40 I ' � �5�- � -- -'-SS-
' ' x'6' A 1 x42.12 ""`z0' x 1.as BOTTOM OF�� X 35. 7 ---.•--
\ x46. DISTURBANCE I 1 �,-) , m-
--� 6� _>_ -�-� 12 �, l INLET S _
I e' +� -� ! I l / RIM: 39.95 3 ` RI 37.85' i
x45. � SILT FEN( / I �� -�_'� r'�� � l x39.39 sT ' � OR Y T- / x
1 1 I P,Nv6• --� gf� x4r" x / t n' 0 CTION y (): ,�
I /
' x44.44 / 4a5z 40 INV: 7 / V 8" PVC W 3 50' '� B
0 j 3 ��' I 1 xi3.81 I x,1.B3 /'' l �1\1 \18 / / �3983 7 3� $ f V CE '/ INV 8 PVC (E), 3 4a
x47.71 O 1 4- ► +' "r4• ��\ x42 / 7 x
p5 t - /
x 47:3Q 1 ' x45.79 4e / x4fi.05
1 I' I If PINrB• \ PW/t {\� 1 ` p r f �RN\�6' 17 _. F}' ! . "!'� j R"\12• .6Vp'
' � , I I 1 x45.09 PI"/+4• I \ /f I ` x4 36 PIH ,e / / 7 /�,� x 0 , 5926 / 37,28' x .25 TO
/ I to AN\16•
111 1 \ xA / TE POR 'W / 97 x .10 /40-0
x 5 / I
�„/ .49 \ X43,75 r,. / 10 \ / / / \ s•
"^"' PIFFy,,• \ ti,.,J' I \ � I t 40 0 / J r 1 x37.46 / L- , I ; u.
I ! 1 2 PN/tB• 1 5 7 / x41. . A \12• / - ! V"3&98 x3&13
�p h x4 PH�/+6' x+sz �I O � J � 1 / / I x3B.zs
1 I x4+. 1 r 39.95 �J.7MH 39 r!
x,5.721 PN/16 I RN/12' PN\14• I / / , / /
�� I�'
1 x46. I x 1 '� / ' 144.Z1 (To
INLE X. 441\B, 63 / // lg]0= 3 I ¢< MB N/F N/F
x 4B,,2 1 `� � .71 I ELEVI4 7 �/"• ELEV �0. 1 x 97 C / / 4 / x ,.,� I � DAVID YOUKER I DAVID & KELLIE CURI
j x47.54� // / PN PN/,B PN/16 x .59 Y \ 41•v / -1
/ / 4a4 9, ' 32 PIN I N I D.B. 5372-819 D.B. 4424-289
r f x43,R2 EX
5 ` / ZONING: R-15
PN\14• xa,� 12- x41.5a x ,z // SINV: \2T , / C (E}: } v2 / x3a15 LANDI USE:VONINRESIDENTIAL II LAND USE: RESIDENTI
os /� / / Ems! �41.45 I
p _- / / I 1 j 2.93 ` PN\16' � x3B.55 I
a7.43 r
DA= 29 A
r x4�.92 x46,17 x45. \16• \ ,O.s,/ / o // PN 1r - ' 38.33 20 a
INV: 2.24' i / 1 �18. nX \ XI INL S / x30.36 X x
` �/� Z (TO1/ 9\ PN\16" x42. -•^ �'.' "�1TR LR ARIN -1 T f J / / Po"\1 I T �I ' ' .4B 6 I \ Il
1�
00
x , � INL \ INV: 33.73'
SILT FEN T N 1 " E _ ,�„, _,.r��� jr" - - - V: 3 . 1 / \ ` \ `
^7A,�a• P„*r\14 \' `\ \ X B
PL�i TA ION LANDIN CURB INLET CURB INLET CURB INLET �� / x3a x37. x37.82 I `I x�r \
frill
x 47 \ t / / / ` I x 37 /10. 1 (� 37.27 Fig
(/RIM / / ' / t ' ' x 39. \ PN\kjt 38.16/ PIN\+ " 37 30 1 auc\10" x 3&lO M9 N x N r
U ILI INV: 39.26 INV: 39.76 I /� LIE MAE MATTOCKS
A= � A � INV. 40.66' � / / �„� �,,,,� x ,.82 / - SSMH � 5 ` �. \ � /
D 0. G EASE ENT B33 1 - - � f x J
,x 47.43 ...�� �$ ' --� f'49 -- �y / -' ' 3 4 EL.E �1.5� 1 ` PNn,• Zip' BUFFER / 111 17 D.B. 5139--1456
} INV $ PVC �W}: 33.25 ` x� 1 1\. ZONING: R-15
5S- �� -..as � rirrr � rSS� �� �S� � � S SS � .. � " ( 1 4 � 5 �� � -•- Z - � \i4" 1 1 x3r.s7
J► x
/ / _ 6 ` / ,r �'\W 11 HAND USE: RESIDENTIAL
�- -- 1 PIN\14- / D =0 1 4'r \10• x3&22� 11 r
3 m �. � / 1jx .12 x3�9.'S'0'� ,NV [J" PVC (E�: ' \14• "[�� ■ OS y` � -- -„ , f\12• 1 1 x '
INV 8" PVC (S): 37.68' \ I CURB INLET IN/F �V X4,-4 f�(j PYI\,4- ` 1/V / x-%57 fall DA ( xA25 x
V-Yxwj T NL�O V4• B» �. 1
INV 8" PVC (W): 37.43' x 1 PN\,44s.31 { ��� 44.5 � xu.25 FUT H CREEK � / � 40 PN\,s' / � \ • � \ 11
\ 1 INV 8" PVC (E): 47s641',g, 1 { INV: 40. 1 �PN\14• �M\Ir PROP TIES, LLC / %\15• / PN\1,• SMH x39 P9+\12- X ��1 / TIO IN \ x37.41 \\ 11 x3a2O
\ t D.B. ?561--363 x42 7 IM- 42.7 \ 2' 1 Le
S
\ PIN\16- / y 7r� IN\14' I s1 PN\18' 5 \ 21 , `p
j �� % 1 PN\,4• LVNI�IG: B-1 \12• x 1. x4, l [3't P }: .J 11 /1e T1.31 9 \ ,r / 2CxR43 I I pq,\ \ 1 ,�I$TVr� x38.48
\ ! PII!\,{- / Pw\t2• P,tl\tr P%ve AND \�U�E: VACANT I E): 3 �ti/.�rr 40 \ / 3i I x3a Peu 11 37.9e 1 'B.
4� R x3a35
\ \' x46.36 I x41M I 1 PN\,4' \ ` 1 ' \+ 1 I1
11 xA5.23 �'"`� N\,{. ] x3a �
\ / P61\"- ! �Pr1\,r 1 ELEV444'01 LE 43.44 I \ELEV42.98 tQC P,N\,5• �' / \ �g \ 3 P1N 4. x •� I � 1 y�r 11 11
/x46.94 Pal\'4"\'r RN 6' PN\1a-i \ 1- /� P6k\,5• x 43LLLj l W x3&51
RN\16' -max 15 ♦ xA 4
\ \ 1 I LIMITS OF I I` .
PN\44• PM1\+4• I R � 42.53 k,2.,2 \ � I / � 0100
pl g2pN\12, 39� ��► \ ,4� � g TwlriOAK\1U" PN�B•
/ ,6• / =�' PIN\,2• X4+,3B STU BANCE ! 48 47` ` 46 45 / 44 x39. / ! 9 FW\J +38� ,,,f�- 11 11
t 1 �� �0 1 x38.35
1\ \,r I �P�n1r W I I PN\,V K ,\,r f{�/�} ,1B. x'� ELEV=39,93 ELEV= .24, y i 0 x 0 1.
P!N ki� x4,i.42 / \,r x43.a2 I LL 1 x41.,7 �. `�✓ ELE �U.65 I i I 7/96 3e.3e 1 1 11
\ / I [- RN\+ - =� m„ 23 x3 x3a1B 1 1
PN\Ir ' PFF\1B"1 J 1 RN\1 \ G DA_ 1.09 AC I
I , I j I I f W
1
x4&49 I x45.a+ f N l PIN\f+ {�(jPN\12" / PN\,6.39 ` 15• / T ' \15• ._ aY•+ <n 1 1l
1 Y 4,N\+ L rt•+ • A
1'\,5• P \+2x39.66� ........� x3&3B PI RN 1 fI �� 1
x PN\12- x42t6 Y✓ x 4 R"\,4' PI
R,tW
S I 1 x44.49 1 xa .65 PN tY \1 x40.80 / x3&B6 ��' w �'l� J
1 L I I
I x46fkM\J PN\12' I \ x 4 .�� PRI\,5• PN\1r PNJ\IB• -' / 1 �' ` , `'" I I I
K�O \14' \ I z4,,54 PN\,B' .SILT FEN x39.52 v i/\_7 RN\+5• � � OAIf\15' / x37. I 37. Iti•
1 , I \1B. i ` S - - - - - - - - - - - - - - -. - - - - RH ,6• - _ I - ._ - - - 2 ! - - -x �1- _.. �. ._. .. - - - - - - . ... -. - _ - 7 x- - - -
1\,4 1 17r- .� ,.... - - - - -, \ - RN\+L __.,6 - - - - - CLl1SlSAK\1 -
L�I�'"�(�j� PIN 14'\ J
I �PIN\'". x43,B7 \ "'..' `•. PN\Ir x3&70 -\1r '-'^'.rM' ...� \ I+...� 1 x•21� - L
1 z 3&
l I x46-25 } RN\,xx4a45 P`!\14• 1 \ 25 ALTERNA SETBACK & BUFFER t� I x3fl9, f'+"\+5• tx 77.97 - ER
PN\,4• PN\tB• ,'raj' I,Ai' PN\12• um ` J \ I LIMI DF x39.06 xM60 x3&09 ` � , " I � I
--^ �f PN\113" %46.59 RN\,2' PN\14• ti IN x4�, 7 i DISTURB E 4PN\16' �° CLI151�t0Ax\1 6 OAK\I4 I
I _ /,Uc,, "W l / „• 1 \ ,r x3s3s ` � 38 I1I
RN „• f I B
! x4&OV' / x45.B3 mar_
x 47.85 x 45-55
FROM
x
TO
LENGTH
DIAMETER
INV ELEV
SLOPE
INV ELEV
PROPOSED
ft
in
DN
UP
RIM ELEV
EX2
EX1
73
24
37,01
0.11%
37.09
40.51
EX3
EX2
19
24
37.09
0.11%
37.11
39.98
EX4
EX3
202
18
37.11
0.40%
37.91
41.05
EX5
EX4
148
18
37.91
0.91%
39.26
42.92
EX6
EX5
150
18
39.26
0.93%
40.66
46.69
EX7
EX6
26
15
40.66
0.959E
40.91
44,58
EX8
EX3
27
18
37.11
0.37%
37.21
39.95
2
1
88
24
37.00
0.30%
37.26
40.00
3
2
83
24
37.26
0.30%
37.51
40.13
4
3
134
24
37.51
0.30%
37.91
N/A
5
4
24
24
37.91
0.30%
37.99
N/A
6
4
23
37.58
N A
EX10
EX4
27
15
37,91
0.37X
38, 1
At1.06
x4a
EX1
1
EX5
27
15
39.26
1.86
39. 6 x
42.8855
Designer
GSP
Scale
1" = 3C
Drawn By
Date
GSP
June 2018
License #
job IVo.
P-0718
2018-0002
�Ik
\ \ x x 1 pAK\!1" 12
- x39.63 N/F L I I
\ \ N/F 1 I
\ \ JOHN F BARNHILL \ ZONING: B-1 x39.39
6 x43.22 \ D.B. 4236-571 LOW USE: HARDWARE STO�E41190 x4aw
VILLAGES AT
11 PLANTATION LANDING
Wilmington New Hanover Countv North Carolina
RIDGEWOOD GARDEN ZONING: R-15
x36.0, HEALTH INVES0S, LLC LAI�13 4)SE: xW.CANT
x39,9 x &B7 D.B. 5139-146}l.fi,,
x 3B 40
x 30.56
SEDIMENT BASIN CALCULATIONS
XA06
SEDIMENT
DRAINAGE
REQUIRED
PROVIDED
PEAK Q10
REQUIRED
PROVIDED
SKIMMER
TRAPPING
AREA
STORAGE
STORAGE
FLOW
AREA,
AREA
SIZE
DEVICE
(AC)
(1,800CF/AC)
(CF)
(CFS)
(435 SF/CFS)
(SF)
(in)
SEDIMENT BASIN #1
8.05
14,490 J
28,276 bVt
15,21
4,945✓
20,005 tom--
2.5
GRADING, DRAINAGE & EROSION
& SEDIMENT CONTROL PLAN
PREPARED FOR:
Mungo Homes of North Carolina, Inc.
2521 Schieffelin Road, Suite #116
Apex, NC 27502
[phone]
x3822 x 38.14 x 3&2fi���
x3&,2
a SEAL
03131"
, gRRY S.1
o�-j�'
GRAPHIC SCALE
30 0 15 30
1 inch - 30 ft.
GSP CONSULTING,PLLC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C-5
60
,, , F , �t 7rrs Tas)� d. ryr>� 7s??¢.t s r�r T•rr5 �7
r , , {
,
ry1t}} ft }f
I.l E i�
r 1 I �-

(x1
ZONED ��` ZONED /
R15 / R15
'PROPOSED DITCH AND
CULVERT CROSSING RD. QVEGETATION EXISTING TREES AND
BY OTHERS.
PROPOSED NCDOT r
TO REMAIN TO THE EXTENT ,
RIGHT--OF—WAY POSSIBLE FOR 20 BUFFER, TYP.
SHEET C2.
S BY OTHERS. SEE GRADING S
♦ ♦ sr9
tK
le
/ i / , sr• / 4/l,
'L
1 I / / / / \ \ • ` / \ �D�st
/�, //i ♦ '`' / / / BG/� SLR,, ZONED / \
,,�.
5.64 ACRES
2.41
ACRES
81
COMMERCIAL
50'
FRONT
30'
REAR MIN.
25'
SIDES MIN.
18'
FRONT (9' MIN.-18' MAX.)
20'
SIDES AND REAR MIN.
"11
/ / QF' \ DRANAGE
�42/ , /// Q /,i O / \ \ \ \ \ \�\\ `,/ / EASEMENT ; \�\\ �BQ• \ ; ` , \ \
/
\ / /_♦ / \ \ \
'. ,' ♦ � / � / / ,DEL / P/,�'� .v � �' �\ tc,� ,� Vvv // / ��� \ �v?p, � � . , � �..� � /' �
S
1,0
NIX
y
<; , , oQ ,, / / , lo%p -�'i / \. \ \ �` DRANAGE �,� tic ZONED
o
EASEMENT R15 '
-r v v_
31
i
61,
Vo
\ \
DRANAGE % \�� %�
\ \ \ \
EASEMENT
\ 9c \
Ab.
ry
\ ZONED /
;49.
Bi
ZONED
R15
/p190
sp.` \ \ l�`� r • n1 ZONED
EXISTING TREES AND VEGETATION \'` ,Jd sr\\ /
R15 \
EX i �S \\ \
TO REMAIN FOR 20' BUFFER, TYP.tK
/ \
v vv�S•� v v "�/ / �p �� (-)
\ \G
♦ �O
MANAGEMENT COMMISSIO4
3
DiminN Cs: wgm ni im tTY
RE C
VRD
% MAY 2 12004
. DwQ
In�M \ \ \ �� PROJ # �(A-' G5'0 4-o �v
ZONED ?\
R15 LEGEND
....... PROPERTY LINE
�41 N tiR 2?5r %. 2 EXISTING SPOT ELEVATION
�
9�\ -. - - - -- EXISTING SANITARY SEWER
:141 - -... --- -- a ----- W EXISTING WATER LINE
ZONED \,
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M. .J!ST
CKD: JPN
DRwN: NKS
oATE: 5/20/04
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SCALE: 111 = 501
0 50 100 150
cl

LOCATION MAP /
C MOT TO SCALEXzl
i ^ Q
S PAR
yq
S �
7
q.
g4SPINTO EXIST.
y / ' TEMPORARY GRAVELLED / ♦ fl /'
CONSTRUCTION ENTRANCE x 475
ell
10"OAK le /�/�! '9•
/ �: 5 0
r PROPftED 4 OT (Y11Y �° E //'�" 8,4 /40 SWALX TO DIVERT
CLASS 1 RIP RAP ENERGY
DISSIPATOR ON DITCH BANK
AT SWALE. 1O'W X 151 X 12'D
/
/
/
/
5WL VEGETATED FILTER /
SEE DETAIL.
.. / - /, OFF$ITE STORMWATER 41 . 30- RCP & FES WITH CLASS 1
GRADE 49. r•
/ RIP -RAP ENERGY DISSIPATOR �O c�j,
�14"PINE"PIN / 11sµPlly� 14'PrN "; AT PROPERTY LINE 20�W X 30'L X 18"D
/ ! /.' 1 a' PIM 1 ,E44. 8 3 SEED AND EXCELSIOR 4 2.1 INV. DUT=35.90 ' tx
i� PINS � � �t � 14.»iNE MAFAT�ER C�RAbINGSWALE MEDIATELY' l � � ��•
• L� /'� � �:�`�INFO 0 COUNTY POND OUTLET
j ,� // 1/�♦ � E / �1$P1N61 "N. .;, ♦ f ,1�. 1 STRUCTURE. SEE DETAIL
t5 Q ♦ /
/ / �/ °s / ''� 'k la`a �. 43.34 a �', \ COUNTY POND /
5 4.7 / / / e. / / �' . / # E 16"PINE \ �• ti'I r 1'2"PINE 1.1
�O ! �' 1 AREA : Sep e ♦ 12"PINE
x /3 9"PIN
, / ,p/ O/ �� 14 vg,# 1{ a'PIrvE ` a/ tr12roAK , ; \ ` TEMP. SILT FENCE /
f 'PINK \ ,
' /, ' i PINE t6IPI ♦ DRANAGE ` TYPICAL /
mac, / `E 15'P1i�E l 'OINE EASEM T.a" 30' FES VYIT�# CLASS 1 \
�. 51.3� '7 CURB INLET :.♦ / `
. ` TOP-45.80 = RIP -RAP ENERGY-DISSIPATOR
""` pX E 15WX25LX18D \ -
/ / // / is t, INV.-42.00 14"PINE 4 4 1 . T=36
/ r ' / �` /.. a P(FS L4 NE �1D'�1r�EB�k ah' INV. OU .00
`' �4. �^��+ .. _ �•. , �P � 12" 4 PYNTH CLASS
r,1
LI" a PINE '. USA O \
INE 14"PINE 22"PINE RIP-�EN9iF'►Y DISSIPATOR „�, INFILTRATION AREAS
o� / ,'OQ ♦' ` z'`Pi 'I �`' ; INE t 15 W X 251 X 18"D 4 1 / SPILLWAY OU1l ET s
c , / . 49 / 1 ON, � ix �, '' � . 14"PINE "r 14'PIN INV. OUT-36.00 DRANAGE ' � 0 STRUCTURE.
Z / �1MINE - \Y -1 , A ..
v/ ' v \ E EASEMENT t` .46 SEE DETAIL
TREE PROTECTION G<'Rd SET :'" �: 2"PINE 1--1 AREA - I
TOP!-o4 :80 NCDENR STORMWATER INFILTRATION AREA
/ ,' ♦ (TYPICAL) INV.-42.25 �\ ` i X 40.54 �� DRAINAGE AREA=8.05 ACRES.
d
10"FINE `�° ` ' 144'R#rv.93 X 40.89 1a"rs� TOP=41.00
1o"P 18 RCP do FES WITH CLASS 1 12 PI L �
a� 4, "� y .OAV t BOTTOM=38.35 v
� \ \ ,,�# �L RIP -RAP ENERGY DISSIPATOR r � NCDENR S.H. W.T.=36.35+
♦ r ;r; `� �, _ 15 W X 25 L X 18 D -
ENE , .
10�` . INV. OUT=38.35 +` L, ♦ `�
1 1 AREA �+i r.1F k' `M P11N PINE 10"BAY r `' y `SHEET PIPE WALL - r
♦ ♦ O �. 40.9 9 JUNCTION BOX f • • TOP OF WALL-39.9
\I ItS INFO ITV.=36.50 ' [r- iO NE I �.J
o ` ��' / E 12"PIN' ri5 SEE DETAIL
o / 4 � CURS INLET 'p X 4 0 .. _ /
\ 3 7_"P! /
Q_ 50
e f I�1V:=41,07• �. \ r ♦ X
u CURB INLET DRANAGE I _ ' 1 z"o1 ` SPECIAL JU��ION
` u , TOP-42.00 AY �" K / rr /
♦♦ CURB #NLET,, Ir `.,; \��';���[" ; '' INV.=39.15 EASEMENT AY X9. �i �'A Ir1E , 1. BOX. SEE DETAIL z
ra } k
TOP-44.00 �` \ a BAY m"HOLLY /
`. INV.=41.10 �. a , ~' �,.. 1�PIN 1 MAPEtcLus�Ea e F. ,
41 `� I"IF ,�- --1. � - --
-wr � 'OAK /
1 -1
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� `15 _ _�_ A ♦ 0"OAK
12" F'I JI �f `mayy� 10 12 P11 I I I 18r RcP FES WITH �L A.^1
1g•'F THE ` ` r r� " :. r. ti _ �-•. i Q4 14" I I I ,
RIP -RAP ENERGY DISSIP
DISTURBED AREA �r ,� �tZ oy`� 15'W X 25'L X 18"D `
LIMITS TYP. ` 1 �' INV. OUT=38.35 \
EINLET '_ --- - . /
TOPS 3 �` `�.I: ?O• \ I
♦1-1 18 RCP
AREA INV.-`z°a
4 2.8 5 12"p rrUR� t INPLk 1 16"P(N F
TREE PROTECTION TOP=41.25
12 Plr
(TYPICAL) y/► �` /
♦ L.) iNV.#3$.45 � � � 3 WIDE CONCIETE
/
- FLUME INTO I--1.
CURB INLET d I ` �``` SEE DETAIL
♦ T1DP=41.25 I / /_l v Dl�+b THICK CtiN� N >� � 11
ti ♦ INV.-38.55 DROP / STI .., TO FLUMETAPER TO EXISTING
41 .01 TOP-40.75y `' ROAD IN. 50 FT.
9•
��. INV.-3me.60 LY , 1 i r'-r ; �v ` XI � 7 TIE INTO EXIST. / / /0
OR �7 '\ ASPHALT
' i z �'
em,
L°CTION EN
PINE 11 2-12"QAK _� ♦ �J �7` 2 \ / / \
Oy AREA FOR Silp(PILED MATERIAL' 1a'PINk' ' 1 NE 4„P - T 4-.1z"oA`;\�
O 40. 4 FROM POND. SIDE SLOPES MUST _ \\ /
"O• NOT EXCEED 2.1 SLOPE SILT t 4 � €ENE SEED ," r 5*, j 1 ♦ \ ` '\\ / \
FENCE SHALL Ot PLACED AT TOE ""` �LSIOR MA C ! �'
♦ OF SLOPE ARIOI1Nb STOCKPILED. SWALE IMMEDIATELYt��A�xK
\ \ \
♦ MATERIAL ': �,. M9WT'ERPORADINC%
E 12"���IN>= _ 14"PME \� \
x�40.05 1� k 14"R[N6\\
`5"PINE � AO.
od
3 9.5 4 ` -• Nam; •+
` 1-1 AREA
c-;,
♦` DEVELOPABLE AREA SHALL BE FILLED S 9c
TO DRAIN TO DROP INLET AND PIPED
39:66 SYSTEM FOR STORMWATER�A
♦ TREATMENT. ♦o• ,� S /
�\ / \
1-1 AREA
39.39_.
-7 9. i 'NsrIQ
\�?
♦ ion � \
NOTES:
to
LEGEND
--•-� - PROPERTY LINE
------»--•-----_--•- DISTURBED AREA LIMITS
? EXISTING SPOT ELEVATION
EXISTING DITCH LINE
EXISTING SANITARY SEWER
EXISTING WATER LINE
s.o PROPOSED FINISH GRADE
SPOT ELEVATION
STORMDRAIN PIPE
TEMPORARY SILT FENCE
DRAINAGE SWALE
EROSION CONTROL AROUND INLETS
TREE PROTECTION
SANITARY SEWER
W WATER LINE
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Des. JST
CKQ: JPN
DWN: NKS
DATE:
.�CAg4 J.
Ir
op"1511610e
NOTE: NO WETLANDS EXIST WITHIN THE SITE BOUNDARY.
1. SEE PROFILE SHEET FOR WATER, SEWER, AND
ROADWAY LAYOUT.
2. ALL STORMWATER FROM DEVELOPMENTS SHALL
BE DIRECTED TO THE STORMWATER INFILTRATION
BASIN.
SCALE: 1 " = 50'
0 50 100 150
C 2

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0
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INV. IN=35.02 m 6" INV. IN-40.5 I a it,
SSMH #3 z INV. OUT-40.4 I j �� !
i TOP -GRADE (42.60t} INV. OUT=34.92 I j j + !I I r
/ INV. IN-34.44 � !
INV. OUT-34.34
---------------------- ----------------------- ------••--
O�° ;• _ _ - - - Op 8 0 f ! 9+00 I - 9+8.75
'009l SSMH 2 - - - - - - `F oo i to - cn + I:
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1 1 I
I { } INV. OUT=�i3.74� 11 1 I
I I INV. IN=33.32 i a* ri - _ " -+ ''., `? `} � � � I
! O INV_ OUT=33.22 �1 �Q
CID I ! 1
v 1l!
CORE DRILL NEW 8"JH
\ f� 5, !TIRE HYDRANT NEW FIRE HYDRANT
+ I INTO EXISTING SSM
I ' INV. IN=32.9 "
I rn `1
i } Qo 8 VALVE AND
a, S5C0 2" BLOW OFF / -
r; mt l J i i 1 ail
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PROP �TE
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�f
I I REMOVE EXISTI 2" BLOW OFF j �+ a� ��� Y Iz
I I AND EXTEND XIST. 8 i j I c t '; NEW FIRE H13R�NT �� { aka, r
WATERLINE AS SHOWN. EYISTIN� 1 C6 1 .�0 �� 1N10-
0o ! g
JavLF
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NEW HANOVER COUNTY STANDARD NOTES:
1. SEWER GUARDS REQUIRED AT ALL MANHOLES, STAINLESS STEEL SEWER
GUARDS REQUIRED AT MANHOLES LOCATED IN TRAFFIC AREAS.
2. WELLS IN CONFLICT ARE TO BE RELOCATED.
3. SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE AT RIGHT
OF WAY LINE. SERVICES IN CUL-DE-SAC ARE REQUIRED TO BE
PERPENDICULAR, OR MUST ORIGINATE IN MANHOLE AND TERMINATE AT
RIGHT OF WAY LINE.
4. ALL SERVICE'S TYING INTO DUCTILE IRON MAINS SHALL BE CONSTRUCTED
OF CLASS 50, D.I.P. 401 PROTECTO CERAMIC LINED.
5. SANITARY SEWERS MUST MAINTAIN A MINIMUM SEPARATION FROM
WATER LINES OF 10 FEET LATERALLY OR 18 INCHES VERTICALLY
(WATER OVER SEMIER-ER�. IF IT IS IMPOSSIBLE TO OBTAIN PROPER
HORIZONTAL AND VERTICAL SEPARATION AS DESCRIBED ABOVE OR
ANYTIME THE SEWER IS OVER THE WATER MAIN BOTH THE WATER
MAIN AND SEWER MUST BE CONSTRUCTED OF FERROUS PIPE COMPLYING
WITH PUSUC WATER SUPPLY DESIGN STANOARDS AND BE PRESSURE
TESTED TO 150 PSI TO ASSURE WATERTIGHTNESS BEFORE BACKFILLING
OR EITHER THE WATER MAIN OR THE SEWER LINE MAY BE ENCASED IN A
WATERTIGHT CARROt PIPE WHICH EXTENDS 10 FEET ON BOTH SIDES OF
THE CROSSING, MEASURED PERPENDICULAR TO THE WATER MAIN. THE
CARRIER PIPE SHALL BE OF MATERIALS APPROVED BY THE REGULATORY
AGENCY FOR USE: IN WATER MAIN CONSTRUCTION.
REMOVE EXIST.
BLOW -OFF
AND EXTEND
8" WL.
RCP PIPE
FINISHED GRADE
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PROPOSED CE
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EXIST. ELEV.
T
-
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ALIGNMENT.
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'
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44
I
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42
+0.25%
_
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-
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—
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_ _ _ _ _ _ _
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-_ - _
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I
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+2% ~
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o
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18"s38
_
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5X
��N=40�s
INV. OUT=40.40
_
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2
�8
36
'
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24" RCP
I
36
!
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0.4:6
125 F ' SS-O 0.4
120LF8
34
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106 LF 8" SS O
-
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32
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INV. OUT-33.74
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INV. DO I
1
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30
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-
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_
D 0 vy o
MIN. 51 5' ri MI
f
3[4' JTAINLESS STEEL
pp Ro�DS TYR
THRUST COLLAR 3" 3" 45 DETYP.
j
EE M.J.
1/4" STAINLESS STEEL SEND. i
PLATE
3" 3"
CONCRETE rHr:usr
BLOCK (TYP.)
TYPICAL STORMDRAIN PIPE CROSSING
NTS (WATERMAIN OR FORCEMAIN)
0+00
1 +00
2+00
3+00
PROFILE
HORIZ. 1" = 50'
VERT. 1" = 5'
4+00
5+00
6+00
7+00
8+00
t,j911fr r,f j,,
O•• ..-is 'r,ti•..
51798,:� S
ltA `?•� Qv�
T
����11111919\\
9+00
NEW HANOVER
COUNTY
NORTH CAROLI A
WATER &SEWER
DISTRICT
10+ 00
—� Andrew & Kuske
.Mffiwff Consulting Engineers, Inc.
902 MARKET STREET
�--�e Wilmington, North Carolina 28401
www.andrewandkuske.com
WATER AND SANITARY SEWER
EXTENSION PLAN AND PROFILE
PORTERS NECK COMMERCIAL TRACT
WILMINGTON, N.C., NEW HANOVER COUNTY
DATE:
5 20 04
SCALE: 1 " = 50'
1" _ 5'
DRAWN:
NKS
CHECKED:
JST
PROJECT NO:
03218
SHEET NO:
C3
2004 ANDREW do KUSKE

}
0]
F.
1 INDICATED
3c MR
ON THE PLANS
• MH S V AD
MAY NOT
INITIAL BACKF
PRECAST ECCETNTTOC 70110 ' I CLASS 1
- 2i1.:rr:�i
L-RUBBlR GASMI
e' ExmloEoU MWNWRI T LY CAST
REQUIRED FOR < I' DEEP)
48"0 STANDARD MANHOLE
NIS
TREATED Ix4
FINAL BAIOCFlI
CLASS 1,
CLASS 1 OR
STABLE
PRE -ow MANHOLE
r K Wa IMMM
FOUNDATION
MATERIAL
FOR 4' DML BARREL
PVC
PIPE
6' MIN. MALL IIIIOlmm
MR 5' DIR BA mm
PIPE BEDDING DETAILS
wm
CRLOW
ROCK DRAIN 6' 0111E
AND BOX
-
BEODrNG
q,
194
THRUST BLOCK
L12-
12-
TEE OR CROSS
srA1N1 5 'sr L
ROD
(IYPN'JIL
PLAN
PAY LIMIT FOR HYDRANT INSTALLAT101N
VARIES
n
tzo
C.I. BOXNth
Lc
%! I-
dt COVER
'''
HYDRANT AS SPECIF
MUELLE71 OR APPROVED
EQUAL
COMBINATION
=
WT
MAX 45' SWEEP
BENDS AS REVD
NIPPLE PER COUNTY
-
WUN
ANCLE REQUIREIdENTS
AS REQ D
CRMED ROCK DRAIN -
TYPICAL NEAR SIDE
-TREATED 10
SEWER SERVICE DETAIL
UNDffnkM EARTH Cr
NIS
C.I. BOX �,
& COMER
LONG
AS RE'Q'D TO REACH
OPTIMUM DEPTH
45
al 1
1 -
1
r ••. r, .• rl r -I III+II III id
u
o
w
�
ac
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t
n
9
CONCRETE EELSE�
18'x1B•x8' MIN.
STAINLESS STEEL TIE
ROD EACH SIDE OF
FIFE OR MEG-A-LUG
ELEVATION
;.5 HYDRANT INSTALLATION
anon r f%-A"UA fW%U MAIN NTS
STABLE
FOUNDATION
MATERIAL
DUCTILE IRON PIPE
11D
>7
O 1 1/8' O 1 1/4"
0 0 -' 1 1 ,
O A O
3
A O 10 3/4- SI�ElEYeT10tl �I
I-" t2- 1/2" �EMENf I
PLAN H ® 1 % SLOPE
CSWUM
_ �-----
r
MANHOLE STEP DETAIL
NTS CONC. SLOPE CURB AND
GUTTER. SEE DETAIL
-IrtiamREGLI U
WALAND lip
TOP OF OOMER
DTTOM OF COMER
25 1/4'
h
24'
34'
SECTION A -A
iIANUFAiC111RERS � 1�
(
I. ". wool RKS. INC
2. U.S. FOUNDRY W MEFG. CORP.
USF 725 RING & DP -SSG COMER
VALVE BOX MANHOLE FRAME AND COVER
NTS
GATE VALVE
PIPE BENDING
AS SPECIFIED
TEE OR CROSS
WITH 11LOCIONG
BLOCKING
1/4- WIRE MESH
POST
LSTENER
STEEL ANGLE TYPE)
SEE SITE PLAN STONE SHALL NOT
��ANIPIP !
y cow 1'-s"
2'
NOTES:
BLOCK OR IMPEDE
PIPE FLOW
1. SEDIMENT CONT STONE
SHAM BE 5 OR 57.
SECTION A -A
2. WIRE MESH SHALL BE
SEE SrrE PLAN
MULTI -DIRECTIONAL
FLOW
MINADE�E1/
. SHALL HAVE 1/44
MESH OPENINGS.
INLET PROTECTION
MIIRiAf1 BOOX FILTER FABRIC
NTs
MAIN LINE -
SECTION A - A OR APPROVED EOUAL
NOTE: FILTER FABRIC AND STONE SHALL BE TOED UNDER FLARED ENE) SECTION
ENERGY DISSIPATOR
NTS
» V
V I
+4'
CASTING FLANGE
,-
G
A A A A EXTENSION OR STACK
PLAN AND ELEVATION PLAN PLAN
PLUGS TEES BENDS
SS ANCHOR 45'
j � t
RECOMMEND USING '
MEG-A-LUG IN LIEU PLAN
FINISHED GRADE IAEW
OF BLOCKING & RODDING CASTING
IN.
SECTION C--C
45' VERTICAL BENDS BENDS AND TEES ,.;.;•:
NOTE: ALL TEES, PLUGS AND BENDS 1; R;
SHALL BE BLOCKED AGAINST FlRM
EARTH WITH CLASS C CONCRETE.
CONCRETE COLLAR 1'-p----
TEST PRESSURE (PSI) SOIL BEARING (PSF)
160 2000 r ,
PIPE DNA 90' BENDSjW BEN .S /PLUGS 4s VERT, STANDARD EIRICK--- N
(in) _ (in) -- -(in)-_ (in)_-- rt " MORTAR
MORTAR MAAI
BR"
STANDARD THRUST BLOCKING DETAILS
NTS
I
WATER VALVE BOX D(TENSION d
CASTING CENTERED OVER VALVE NUT
SEWER CLEAN -OBIT CASTING
CENTERED OVER STACK
NOTr:
THIS INSTALLATION RECIUIRED WHEN VALVEWD CLEAN -OUTS
ARE LOCATED IN PRESENTOR FUTURE PA SINGLE SERVICE SECTION VIEW
CCM AG'O S OFNG�CAFIUNGSS NEWININ INSTALLATIONS WILL REQUIRE 95%
TYPICAL WATER SERVICE CONNECTION FOR RESIDENTIAL SINGLE
CFAMILY HOME ON COUNTY WATER SYSTEM
LEAN OUT OR VALVE IN PAVED AREAS (EXCLUDING GANG METERS)
I ,
4 GA. 6.6 MESH b N I -
TANDARD FABRIC 1
n
w
ao �
- z
NOTES:
I. SYN. FENCE FABRIC SHALL BE MIN. OF 30' IN WDTH WITH
30 LB TENSILE STRENGTH FOR STANDARD FABRIC
AM 50 LB/IN FOR EXTRA STRENGII{.
2. FABWC SHALL BE CONTINUOUS LENGTH. IF JOINTS
ARE NECESSARY. LAP FABRIC POST TO POSE.
3. STEEL POST SWILL BE MIN 4' N HEMIT AND BE OF 7HE
SELF -FASTENER STEEL ANGLE TYPE
4. W000 POST SHALL BE A MIN. OF 4' IN "EIGHT AND
4" IN DLAMETETZ FABRIC SHALL BE FASTENED 70
WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLE
1- LONG OR TIE WIRES.
TEMPORARY SILT FENCE
NTS
PLAN VIEW
TEMPORARY GRAVELLED
NTS
ENTRANCE
ANTS
12'
SITE WORK NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
FIELD CONSTRUCTION CONDITIONS.
50' R.O.W. 2, CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT
OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY
REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING
24' 1 �' STREETS.
2" 1-2 3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS
ASPHALT Ic� OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
I� TIE INTO EXIST. CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN
LIMITS OF CONSTRUCTION.
GRADE.
2% SLOPE �1%L�
2% 4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
-
WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
c BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
L ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
6" ABC
6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL
BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL
TYPICAL STREET SECTION APPLICABLE LOCAL AND STATE CODES.
_ - 7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW
MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS
n� ASSOCIATED WITH BORROW OPERATIONS.
} CLASS 1 PA T! N AFTER STRIPPING THOSE AREAS DESIGNATED TO
NTS
12'
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TYPICAL GRASS SWALE
NTS
STEEL OR WOOD POST
WIRE MESH FOR STANDARD FABRIC
STANDARD OR EXTRA STRENGTH
FILTER FABRIC
DIRECTION OF WATER FLOW
ANCHOR FABRIC SKIRT
MIN. 8' DEEP ar 4' WIDE.
NTS NTS
8'
3/4" STAINLESS
RODS, NUTS do
REINFORCED
CONCRETE COLLAR
E
W SV,
3,•� S 3;�
--- l
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TYPICAL GRASS SWALE
NTS
STEEL OR WOOD POST
WIRE MESH FOR STANDARD FABRIC
STANDARD OR EXTRA STRENGTH
FILTER FABRIC
DIRECTION OF WATER FLOW
ANCHOR FABRIC SKIRT
MIN. 8' DEEP ar 4' WIDE.
NTS NTS
8'
3/4" STAINLESS
RODS, NUTS do
REINFORCED
CONCRETE COLLAR
O
RIP RAP ENERGY DISSIPATOR
8. FILL AND COIN C 0 .
RECEIVE FILL SHOULD BE PROOFROLLED WITH A 10'-TON VIBRATORY STEEL
MARIFI 60OX FABRIC (OR
WHEELED ROLLER TO COMPACT THE TOP 8" TO AT LEAST 98% OF MAXIMUM
EQUAL) UNDER RIP -RAP.
DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR
(15'W X 151 X 18.0)
RUTS EXCESSNELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN,
tf'
SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM,
OR SC. FILL MATERIAL 5" OUTSIDE OF BUILDING AREAS SHALL THEN BE
FLUME END GRADE
PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 95%
• :.. ^'
-1 MIN. OF CURB
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH
A
4" TYPE ABC STONE
,:
:'r:.'.'.., •: '•..' _: ° :':'
.., 1� ' ,, - .. •,,
A do GUTTER GRADE
THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98% OF THE
.:..
• -
(SEE PLAN FOR GRADES)
STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS WITHIN
BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL BE
COMPACTED SUBGRADE
'� ' �. �'.�"; .:: -.. ;;
PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 987o
'. �. ',• .
00
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH
D.MICAL
CONC. SLOPE CURB 8 GUTTER
s='.-.:� ; :-.,'•.. :.. ,
THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH LAYERS
'•' - •
TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN AREAS
N.T.S.
WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12 INCHES OF
3.0
3.0'
IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS TOO DRY
1 '
FLAN
TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE WETTED
tn
IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL IS
p
4000 PSI CONCRETE
,
TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE HARROWED
REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL
ASPHALT
ASPHALT
OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED IN
3,000 PSI CONCRETE
SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL TIMES.
+
SEE STRUCTURAL NOTES AND SOILS REPORT FOR ADDITIONAL
vp .a.. .. a
REQUIREMENTS.
l i--uPPPu0P0aPP0uPP�uY- PpP n-n-nPnPnPn-PPP-PPPPPP
a '
9. LAYOUT: HEWORKTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
-III-,,--I
Ij ++
I I
- .. I;0
I , :.•,;,. ;r
CONSTRUCT H
4" ABC STONE
-PPP P P 4 PPPPP P P P O O P P O P P P P P P O P
P P P YPP�.-paOPPY PO 4 C 0 OPP PPP PPP P P a
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION
SECTION --A -A
I � I I
OF EXISTING UTILITIES DURING CONSTRUCTION.
x
- _
STRIP
4" ABC STONE
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
Uo�
CONCRETE
SECTION A -A
PAUL TALBOT AND PROVIDED BY OWNER.
CONCRETE FLUME
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
w
NTS
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF
RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH
2" HEAVY DUTY TRAFFIC WINING
APPLICABLE AGENCIES AND AUTHORITIES.
FRAME, GRATE AND HOOD
NCDOT ROADWAY STANDARD
14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL
NO. W.03 OR APPROVED
CONFORM TO NCDOT STANDARDS,
EQUAL.NOTE
E PRE -CAST BOXES
ARE USED THE CONTRACTOR
15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND
IS RESPONSIBLE FOR CONFIRMING
STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
THAT THE PEES CAN BE INSTALLED
REQUIREMENTS.
TO THE GRADES SHOWN ON THE
PLANS USING A PRECAST BOX
16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
PRIOR TO CONSTRUCTION.
17, SEE INFILTRATION REPORT BY S & ME FOR ADDITIONAL INFORMATION
26" MIN.
CONCRETE
ON SOILS,
BRICK
18. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
CONDITION.
19. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT OR
4»
"RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS.
20. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT
SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY
MIXED, QUICK DRYING, NON -BLEEDING.
.... -. 'io
21. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF NEW
WASTE AND WATER LINES.
4
0 12» EACH WAY . FM.
TYPICAL CATCH BASIN
24" CURB AND CUTTER NTS
WITH 2" TAP
BOX
2' VALLEY CURB
CONCRETE BLOCK
I
3/4' STAINLESS TIE 2" SCH 40 PIPE
RODS, NUTS do WASHERS
2" GATE VALVE WITH
CAP WITH 2" TAP 2" OPERATING NUT
2" BRASS NIPPLE
2" BLOW - &F ASSEMBLY
Nis
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QUED INLET__ DETAILS
(FOR VALLEY CURB & GUTTER)
TEMPORARY/PERMANENT
GRASS SPECIFICATION
1. CKSEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS.
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3, REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
LIME: 45 L85. PER 1ODO S.F.
PHOSPHOROUS: 20 UIS PER 1000 S.F.
FERTILIZER: 17 LBS. PER 1000 S.F.
5. %X99AR& W4-1511NTIL REA IMELL.PULVERIZED. rRM. UNIFORM SEED BED
YY 6. SEED ON A FRESHLY SEED BED AND COVER SEED LIGHTLY.
2 - 3 LOS PER 1000 S.F. {SEE MIXTURE BELOIAr)
7. MULCH IMMEDIATELY AFTER SEE DNG AND ANCHOR MULCH.
GRAIN STRAW R HAY AT 75 TO 100 L.BS PER 1000 S.F.
WOOD CHIPS AT 500 LBS. PER 1000 S.F.
JUTE & MESH AS PER MtANVFACTURER
6. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION.
AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW.
9. INSPECT ALL SEEDED AREAS AND WAKE NECESSARY REPAIRS OR RESEED
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE
OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
AND SEEDING RATES.
10. NTCONSERTONHHWEECORONONTEANCTREATMENT. AND
FERTILIZATION ICE
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
2" CARPET GRASS
24X BERMUDA GRASS
2" TURF FESCUE
10% CREEPING RED FESCUE
24% ANNUAL RYE GRASS
•BERMUOVI SEED SHALL BE HULLED FOR WARM WEATHER
PLANTING, PURITY OF SEED SHALL BE A MIN. OF 98% AND
GERMINATION SHALL BE A MAIN. OF 85%,
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION
OF GRADING.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNAINES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
EROSION CONTROL NOTES AND MAINTENANCE PLAN:
1. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING
CONSTRUCTION OR AS SOON THEREAFTER AS POSSIBLE. ALL EROSION
AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY
AND OPERATION FOLLOWING EVERY RUNOFF --PRODUCING RAINFALL BUT IN
NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE
MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO
PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE
CONTRACTOR SHALL INSPECT THE CONSTRUCTION ENTRANCES ON A DAILY
BASIS. THIS WILL REQUIRE PERIODIC TOP DRESSING WITH AN ADDITIONAL
2" OF f4 STONE TO MAINTAIN -PROPER DEPTH. ANY OBJECTIONABLE
MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS SHALL
BE REMOVED IMMEDIATELY.
3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND
GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN
APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED
WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
4. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS
SHOWN ON THE PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT
THE EROSION CONTROL AROUND THE INLETS AFTER EACH RAIN AND MAKE
REPAIRS IMMEDIATELY. REMOVE SEDIMENT WHEN IT BECOMES 0.50' DEEP
TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS.
WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY
STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL AND
EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED
AREA TO PROPER GRADE AND APPROPRIATELY STABILIZE ALL BARE AREAS
AROUND THE DROP INLETS.
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT
BECOMES 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE
REPAIRED AS NECESSARY TO MAINTAIN A BARRIER, SILT FENCE STAKES
WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED WITH
8 FOOT STAKE SPACING.
6. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF
SEDIMENT REACHES 2.0 FT BELOW THE TOP OF THE RISER. GRAVEL WILL
BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER
DRAINS PROPERLY.
7. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3
HORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL DISTURBED AREAS
INCLUDING SLOPES, SWALES, STOCKPILES AND ANY OTHER UNSTABILIZED AREAS
SHALL BE STABILIZED WITHIN 15 DAYS OF CEASE OF ANY PHASE OF ACTIVITY.
8. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF
DISTURBANCE. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
NECESSARY, AND MULCHED ACCORDING TO SPECIFICAITONS IN THE
VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER,
9. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE
SHOWN ON THIS PLAN ARE NOT EFFECTIVE.
10, ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE
THE PROJECT IS COMPLETED.
11. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT
CLOSE-OUT.
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03218
DES. JST
CKD: JPN
DRWN: NKS
DATE: 5/20/04
�N CAR ''',o
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19851 •:
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--. -- - - ,',i41. .......' .1 .. i.Jl' i�6l: i.�' .... „''�... ld.. .;1i.•_.. "—. ---'---`- --- -. I .. .. .. .�. � ,_'•;���:`.t,l kalL....]�LLi.d3_l�d:� �.,-,__._.��__�1
m
SEE PLAN F
ORIENTATION
� Ili
PRECAST
OR
BRICK MASONRY
FLOW
3000 PSI CONC,
8" ABC STONE
CASTING
NOTE: USE STANDARD 2' DIA.
MANHOLE FRAME AND COVER.
H-20 LOAD RATED.
PLAN
SdICC .."
w
`4"
I
-.. •.a' "A - .. 00
SECTION
JUNCTION BOX DETAIL
N
8' SECTION 12" RCP
SAWCUT IN HALF
NCDOT
EROSION CONTROL
STONE:
30" DIA.
INV. OUT
NOTE
1. BASIN, FRAME AND GRATE MAY
VARY IN NONESSENTIAL DIMENSIONS,
4' X 4' PRECAST CONC. BASIN
W/ KNOCKOUT PANELS
ALL 4 SIDES
1" —lame el "MINUM BAR TACKWELDED
;H WAY BOLTED TO TOP
ELEV. SEE PLAN
4
N LRIV
ATTACH SCREEN
—
GALV. LAG do WEDGE
_
ANCHORS, 6 REQD•
1 2- OPNG. GALV.
�/ f
ALUMINUM EXPANDED
METAL SCREEN
1.5WX.75'H
- -- ,
RECTANGULAR ORIFICE
\�-=i/•'
INV. 36.0---
/57 WASHED STONE
SECTION ELEVATION
COUNTY POND OUTLET STRUCTURE
N.T.S.
TOP 39.30
INLET 36.0
BOTTOM 34.0
OD
ICI zx10 I
9
B WALER
NFILTRATION POND
BOTTOM=38.35
SHEET PILM — 8.0'
'GUARD 150 OR EQUAL
VINYL SHEETPILE WALL SYSTEM
WITHIN INFILTRATION BASIN
4' X 4' PRECAST CONC. BASIN
W/ KNOCKOUT PANELS
ALL 4 SIDES
SQUARE ALUMINUM BAR TACKWELDED
AT 6" O.C. EACH WAY BOLTED TO TOP
OF BASIN
L
BOTTOM OF
INFILTRATION BASIN=38.35
4' X 4' PRECAST E_
vv k �� n n n �. ►rta,� .
TOP ELEV.=39.9 RIP —RAP ENERGY DISSIPATOR
INV. OUT=36.75 15'W X 251 X 18"D
INV. OUT=36.0
NCDENR INFILTRATION BASIN SPILLWAY TO COUNTY POND
FLAN
1/2- OPNG. GALV. OR ALUMINUM EXPANDED
METAL SCREEN ATTACHED WITH GALV. LAG do
WEDGE ANCHORS.
5'
140168.11'
f 116' .3
� 6 158.22'
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N BASIN DIMENSIONS
INFILTRATION gr N
SCALE: 1 =50
22.75'
43.44'
0.
COUNTY POND
BOTTOM=36.0
n-•
Kisting Tree
'--l---Dripline
3' Minimum Stake
Height Above Grade
Protective Barrier
---------
METHOD OF TREE PROTECTION NTS
CLEARLY mark the trees to be saved pr;or to construction and
erect a protective barrier at the dripllne.
Dripline—The area of soil directly beneath the tree extending out
to the tips of the outermost branches.
24" RCP
INV. IN=38.4
2' DIA. MANHOLE
HEAVY DUTY LOAD
RATED. TOP=41.5
6" BAFFLE WALL
ELEV.=39.9
24" RCP
SEDIMENT TRAP
PRE-TREATMENT DEVICE ----
BOTTOM=36,0
12" RCP BYPASS
TO COUNTY POND
INV. OUT=37.0
BAFFLE. WALL TO BE 6" SOLID BLOCK
OR POURED IN PLACE CONCRETE
18" RCP TO INFILTRATION
BASIN, INV. OUT=38.4
18" RCP TO INFILTRATION
BASIN. INV OUT=38.4
PRECAST CONCRETE
TOP, H-20 LOAD
RATED.
- -
:..
4' X 6' BOX
•
e
18" RCP
•
12" RCP
r
18" RCP
'!..=+rrr'r ate. ex j[:,. !y�' • _
"-8" #57 STONE OVER
MARIFI 60OX FABRIC
SPECIAL JUNCTION BOX 1 FOOT SQUARE
WIT-
PT 2x8 WALERL
I
GALV. 5/16"x3' BOLT
WITH OVERSIZED FENDER
WASHERS.
PT 2x5 WALER — �--(ALV. 1/2"06" THROUGH BOLT
WITH OVERSIZED FENDER WASHERS
VINYL SHEETPILE WALL PLAN
NTS
NOTES:
1. CONSTRUCTION LAYOUT SHALL BE BY THE CONTRACTOR FROM BENCH
MARKS AND BASE LINES ESTABLISHED BY THE CONTRACTOR.
STRUCTURAL TIMBER/VINYL SHEETPILE:
1. DRIVE AND/OR JET SHEET PILES TO MIN. PENETRATION AS SHOWN
ON PLANS.
2. BULKHEAD LUMBER
GRADE
AWPA STD. AND
CCA
WALER
MARINE NO.1
S--DRY 19
(2 TO 4")
KDAT 19(5"+)
C3/C18/C25
2.5 LBS/CF NET
WALLCAP
NO. 1
S-DRY 19
0.6 LBS/CF NET
SHEETING
(VINYL)
NORTHSTAR SERIES 1900, SHOREGUARD SERIES 150 ,
C--LOC 4500 OR APPROVED EQUAL
4. ALL HARDWARE AND NAILS SHALL BE HOT DIP GALVANIZED UNLESS
NOTED OTHERWISE, USE CUT WASHERS UNDER ALL BOLT HEADS AND
NUTS. NAIL SIZES AND NUMBER ARE NOT SHOWN. USE ACCORDING
TO GOOD CARPENTRY PRACTICE. USE COMMON NAILS ONLY.
5, HOT DIP GALVANIZED AFTER FABRICATION ALL EXPOSED ANGLES,
PLATES, ETC. (ASTM A153).
6. USE DOUBLE HOT DIP ZINC COATED NAILS FOR PRESSURE TREATED
LUMBER "PTL" NAILS BY MAZE NAIL CO.
7. PROVIDE TREATMENT CERTIFICATES ON ALL LUMBER BY AN
INDEPENDENT 3RD PART INSPECTOR AWPB OR SPIB APPROVED AND
SUBJECT TO APPROVAL BY ENGINEER.
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03218
DES. JST
CKD: JPN
DRINNI NKS
DATE: 5/20/04
R
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SEA
19851
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SITE DEVELOPMENT PLAN
VICINITY MAP
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VICINITY MAP
(NTS)
LEGEND �
DESCRIPTION
EXISTING
PROPOSED
1' CONTOUR INTERVAL
------------------- -----....... ----------------------
5' CONTOUR INTERVAL
-------____-__
PROPERTY LINE
------------___
ROADWAY CENTERLINE
__-------__
RIGHT OF WAY LIMITS
--...-. -. _„r_... _... _.....
_... _... _... _... _..r_..._..._
EASEMENTLINE
......................................................
_..... .............. ......... __..... ......... _....
CURB & GUTTER
--------------=--=-=----'--
SANITARY SEWER FACILITIES
-------�-�-�'�
STORM SEWER FACILITIES
-------------
WATERLINE.—.—
FIRE HYDRANT ASSEMBLY
4--4>+
WATERWAYS
---------------------
N/A
PROPOSED
X
PROPOSED LOT AND S.F. 5,000 s.f.
OPEN SPACE LABEL OA
STREET SIGN Cj-f�
OPEN SPACE
404 WETLANDS
BUILDING SET BACKS - ...... ....... -...... .......... ........... -....
PRIVATE SANITARY SET BACKS .. FLOW DIRECTION
FOR
WILMINGTON, NORTH CAROLINA
DUNE 2018
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DEVELOPER/OWNER
MUNGO HOMES OF NORTH CAROLINA, INC.
2521 SCHIEFFELIN ROAD, SUITE #116
APEX, NC 27502
919-303-8525
PREPARED
BY:
GSP CONSULTINGPLLC
ENGINEERING
6626 Gordon Road, Unit C, Wilmington, North Carolina 28411 tel: [phone] fax: [phone] License # P-0718
To
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SHT
C-0
COVER SHEET
SHT
C-1
GENERAL NOTES
SHT
C-2.1
EXISTING CONDITIONS PLAN
SHT
C-2.2
SITE INVENTORY PLAN
SHT
C-3
SITE PLAN
SHT
C-4.1
UTILITY PLAN
SHT
C--4.2
UTILITY PROFILES
SHT
C-4.3
UTILITY PROFILES
SHT
C-5.1
GRADING, DRAINAGE & E&SC PLAN
SHT
C-5.2
INFILTRATION & SWALE DETAILS
SHT
C-6
STANDARD DETAILS
SHT
C-7
STANDARD DETAILS
SHT
C-8
STANDARD DETAILS
SITE DATA TABLE
GENERAL NOTES:
1. NEW HANOVER COUNTY PARCEL NO.:
PIN: 326012.95.3441
2. TRACT AREA: 344,881 SF = 7.92 ±AC.
3. ZONING DISTRICT: (CZD) R-7
4, COMPREHENSIVE PLAN CLASSIFICATION: COMMUNITY MIXED USE
DEVELOPMENT DATA:
TOTAL TRACT AREA-344,881 SF = 7.92 ±AC.
PERFORMANCE RESIDENTIAL DENSITY -
7.92 AC. 0 6.0 UNITS/AC. (R-7 DENSITY) _
TOTAL UNITS PERMITTED - 48
** 48 UNITS PROPOSED **
RECREATION SPACE -
48 X 0.03 AC./UNIT = 1.44 AC. REOUIRED
TOTAL REC AREA PROV'D. - 2.31 AC.+
(NOTE: THERE ARE NO WETLANDS OR SPECIFIC IMPEDIMENTS TO THE RECREATION
AREAS BEING ACTIVE OR PASSIVE IN THEIR USE.)
NEW IMPERVIOUS SURFACES -
BUILDINGS 68,640 S.F.
STREETS - 28,153 S.F.
CONCRETE - 11,179 S.F.
DRIVEWAYS - 27.205 S.F.
EXISTING BUA - ?0,222 5.F.
TOTAL - 155,406 S.F. (45.1%)
UTILITY CAPACITY REQUESTS:
PROPOSED SEWER CAPACITY -
48 UNITS 0 360 GPD = 17,280 GPD
PROPOSED WATER CAPACITY -
48 UNITS 0 400 GPD = 19,200 GPD
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NOTE:
ALL DESIGN AND CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE
NEW HANOVER COUNTY ZONING ORDINANCE & THE STATE OF NORTH
CAROLINA
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PROJECT NAME: VILLAGES AT PLANTATION LANDING
GSP CONSULTING PROJECT #: 2018-0002

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COORDINATION NOTES
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE
PLANS.
2. ALL WORK IS TO BE IN ACCORDANCE WITH NEW HANOVER COUNTY, THE CAPE FEAR PUBLIC UTILITY
AUTHORITY (CFPUA) AND THE STATE OF NORTH CAROLINA.
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO BE USED
WITH THE PROJECT. IN ADDITION, THE CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN
IN ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS. CONTRACTOR SHALL EMPLOY
A PROFESSIONAL SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S).
4. ANYTIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO
NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY
GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT.
GENERAL NOTES:
1. EXISTING TOPOGRAPHY, BOUNDARY AND UTILITIES, HAVE BEEN PREPARED BY FIELD SURVEY BY
ATLANTIC COAST SURVEY, PLLC. AND OTHER AVAILABLE INFORMATION.
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL
CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE
UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING
OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY
LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY
SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE
CABLES, WATER LINES, ETC...
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT
OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE
OCCUPATIONAL SAFETY AND HEALTH ACT.
4, CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO
THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES
DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS
OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE
THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK,
CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND
MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"
BY THE DOT.
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE.
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF
ONE YEAR AFTER THE OWNER ACCEPTS THE WORK.
7. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL CENTER AT 1 [phone] AND ALLOW
THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
8. CONTRACTOR SHALL REMOVE ASPHALT, AGGREGATE BASE COURSE, AND CONCRETE CURB & GUTTER WITHIN
LIMITS OF DEMOLITION AS SHOWN ON PLAN.
DEMOLITION NOTES
1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE
EXISTING SERVICE CONNECTIONS WHEN NECESSARY
2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION
REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL BE
PERFORMED BY THE CONTRACTOR AND WILL BE UNCLASSIFIED EXCAVATION.
3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE
DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, AND
STRUCTURES; ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND
STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE SOILS ENGINEER FOR THE
INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND
AS SHOWN ON THESE PLANS.
4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES
ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE
CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO
OWNER.
5. ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT SERVICE
OFF -SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE
CONTRACTOR.
6, EXISTING UTILITIES NOT INTENDED FOR DEMOLITION
SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION
7. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL
INCLUDE REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL,
8. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVER HEAD AND UNDERGROUND UTILITIES
INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH THE SITE WITH THE
RESPECTIVE COMPANIES.
9. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BE
DEMOLISHED.
10. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL
REGULATIONS AS WELL AS OSHA REGULATIONS.
11. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS, BUT THE
THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATIONS OF THE MAINS BY DIGGING
TEST PITS BY HAND.
EROSION AND SEDIMENT CONTROL NOTES
GENERAL NOTES:
1. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC. FROM THE AREA
WITHIN DESIGNATED CLEARING LIMITS.
2. PLANT GRASS OVER ALL GRADED AREAS AS SHOWN IN THE TABLE ON THIS SHEET OF CEASE OF
ANY GRADING ACTIVITY.
3' CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE -CONSTRUCTION
CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE
DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES
4. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, CONTRACTOR SHALL CONTINUE TO
MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION
AND APPROVAL BY NEW HANOVER COUNTY.
5. WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL
APPROVAL BY NEW HANOVER COUNTY.
6. ANY BORROW MATERIAL BROUGHT ONTO SITE MUST BE FROM A LEGALLY OPERATED MINE OR
OTHER APPROVED SOURCE.
7. ANY EXCESS MATERIAL REMOVED FROM SITE MUST BE HAULED TO A LEGALLY OPERATED MINE OR
OTHER APPROVED SOURCE.
I
Designer
GSP
Scale
Drawn By
Date
GSP
June 2018
License #
lob No.
P-0718
2018-0002
MAINTENANCE PLAN
ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN
ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL.
ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY
TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH.
THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING
THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED WASHED OR TRACKED
ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS,
SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION,
BLOCK AND GRAVEL INLET PROTECTION, ROCK DOUGHNUT INLET PROTECTION AND ROCK
PIPE INLET PROTECTION WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED
WITH SEDIMENT, ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO
LONGER DRAINS AS DESIGNED, DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE
CLOTH TO ALLOW PROPER DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND
AFTER EVERY RAIN EVENT. SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS,
DANDY SACKS AND SOCKS ONCE A WEEK AND AFTER EVERY RAIN EVENT.
DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR
OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED.
SWALES MUST BE TEMPORARILY STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY
PHASE OF ACTIVITY ASSOCIATED WITH A SCALE.
SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF
FILLED. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
STAKES MUST BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA
STRENGTH FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN
STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE
DESIGNED AT LOW POINTS IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED OR
REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED OR IS
DAMAGED.
SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED STORAGE
CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. THE ROCK WILL BE CLEANED OR
REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS OR WHEN THE ROCK IS
DISLODGED. BAFFLES WILL BE REPAIRED OR REPLACED IF THEY COLLAPSE, TEAR,
DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL
BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE.
SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN STORAGE
CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED
WHEN THE SEDIMENT POOL NO LONGER DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES
WILL BE REPAIRED OR REPLACED IF THEY COLLAPSE, TEAR, DECOMPOSE OR BECOME
INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED FROM
BAFFLES WHEN DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING
SKIMMERS WILL BE INSPECTED WEEKLY AND WILL BE KEPT CLEAN.
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDAR DAYS. ALL
OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS.
FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE PUMPS, TANKS, HOSES
AND INJECTION SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY.
STABILIZATION NOTES
1. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS OF CEASE OF ANY
PHASE OF ACTIVITY AND SLOPES WITHIN 21 CALENDAR DAYS.
PERMANENT SEEDING SCHEDULE - MIXTURE 5CP
SPECIES RATE (LB/ACRE),
CENTIPEDE GRASS 10-20
Seeding Dates
MARCH - JUNE
Soil Amendments
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE
10-10-10 FERTILIZER.
Mulch
DO NOT MULCH.
Maintenance
FERTILIZE VERY SPARINGLY LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS.
CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER.
TEMPORARY SEEDING -LATE WINTER f E_ARLY SPRING
WINTER AND EARLY SPRING
SPECIES RATE (LB/ACRE)
Rye (GRAIN) 120
*ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50
AND COASTAL PLAIN, KOREAN IN MOUNTAINS)
"'OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE.
SUMMER
SPECIES
GERMAN MILLET
FALL
SPECIES
RYE (GRAIN)
Seeding dates
RATE (LB/ACRE)
40
RATE (LB/ACRE)
120
COASTAL PLAIN - DEC.1-APR. 15 - LATE WINTER AND EARLY SPRING
APRIL 15 -- AUG. 15 - SUMMER
AUG. 15 - DEC. 30 - FALL
Soil amendments
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
Mulch
APPLY 4.000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS
A MULCH ANCHORING TOOL.
Maintenance
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
VILLAGES AT
PLANTATION LANDING
Wilmington New Hanover County North Carolina
GENERAL GRADING NOTES
1. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
ON THE PLANS. THE EXACT LOCATION OF SUCH UTILITIES IS NOT KNOWN IN ALL CASES.
THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF THE DITCHING OPERATION BY
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE
UTILITY COMPANIES IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF THE TRENCHING
OPERATIONS SO AS TO AVOID AND PREVENT DAMAGE TO THE EXISTING UTILITIES.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST RESULTING FROM ANY DAMAGE TO THE
EXISTING UTILITY LINES INCLUDING BUT NOT LIMITED TO REPAIRS AND LOSS SERVICE REVENUE,
CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS
POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC...
2. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE
DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED
UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT.
3. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE
TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN
AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS,
FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS
NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE
CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES" BY THE NCDOT.
4. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK,
SUCH AS TREES, VEGETATION, FENCING, ETC... SHALL BECOME THE PROPERTY OF THE
CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE OR BURNED IF PROPER PERMITS
ARE RECEIVED.
SITE NOTES
1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED
TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN
HEREON BEFORE BEGINNING CONSTRUCTION.
2. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES
AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS,
3, CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC
SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE,
4. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN
UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
5, DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION
OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
7. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS"
BROOM CLEAN AT ALL TIMES.
8. CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE
EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE
GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE
TRANSMITTAL LETTER TO THE ENGINEER.
9. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE
CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE
GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL
BE MADE WITHOUT THE PERMISSION OF THE OWNER.
10. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE
LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE
SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO
EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR
FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO
REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL"
TOLL FREE 1-'800-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE
CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES.
11. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION
12. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND
APPLICABLE STATE, COUNTY, AND LOCAL CODES.
13. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS.
14, ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE
OF CURB UNLESS OTHERWISE NOTED.
15. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
EQUIPMENT, ETC., THAT MAY BE REQUIRED.
16, THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
GENERAL STORM SEWER NOTES
1. ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NEW HANOVER
COUNTY AND THE STATE OF NORTH CAROLINA REQUIREMENTS AS SPECIFIED ON
THE DRAWINGS AND IN THE PROJECT SPECIFICATIONS.
2. BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON THE DRAWINGS,
PROJECT SPECIFICATIONS, AND MANUFACTURER SPECIFICATIONS,
3. ALL STORM SEWER PIPES TO BE HDPE ADS N--12 OR EQUIVALENT, UNLESS OTHERWISE
SPECIFIED.
4. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE REINFORCED
CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON
PLANS.
EXISTING UTILITY NOTES
1. IT IS THE RESPONSIBLITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL
LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE
FIELD PRIOR TO GROUND BREAKING.
2, EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE
GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD
DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD CONDITIONS PRIOR
TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED
TO THE OWNER'S REPRESENTATIVE IMMEDIATELY.
UTILITY CONTACTS:
1. CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING AND DIGGING.
1- 800- 632- 4949
NOTICE REQUIRED_
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED BY CONTRACTOR
PRIOR TO THE BEGINNING DF ANY CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES
IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE
THAN TEN WORKING DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION.
CONTACT "CAROLINA ONE CALL" AT
1-800-632-4949
EMERGENCY D;AL 911 POLICE - FIRE - RESCUE
GENERAL NOTES
1. GROUND STABILIZATION
SITE AREA
STABtLIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER
DIKES, SWALES,
7 DAYS
NONE
DITCHES AND
SLOPES
HIGH QUALITY
WATER (HOW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND ARE
THAN 3:1
NOT STEEPER THAN 2:1,
14 DAYS ARE ALLOWED.
SLOPES 3:1 OR
7-DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN
50 FEET IN LENGTH
ALL OTHER AREAS
NONE (EXCEPT FOR
WITH SLOPES
14 DAYS
PERIMETERS AND HOW
FLATTER THAN 4:1
ZONES)
2. BUILDING WASTES HANDLING
1. NO PAINT OR LIQUID WASTES IN STREAM OR STORM DRAINS.
2. DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION AND OTHER WASTES MUST BE
LOCATED 50' FROM STORM DRAINS AND STREAMS UNLESS NO REASONABLE
ALTERNATIVES AVAILABLE.
3. EARTHEN -MATERIALS STOCKPILES MUST BE LOCATED 50' FROM STORM
DRAINS AND STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE.
4, CONCRETE MATERIALS MUST BE CONTROU.ED TO AVOID CONTACT WITH SURFACE
WATERS, WETLANDS, OR BUFFERS.
3. INSPECTIONS
1. SAME WEEKLY INSPECTION REQUIREMENTS.
2. SAME RAIN GAUGE & INSPECTIONS AFTER 0.5" RAIN EVENT.
3. INSPECTIONS ARE ONLY REQUIRED DURING "NORMAL BUSINESS HOURS".
4. INSPECTION REPORTS MUST BE AVAILABLE ONSITE DURING BUSINESS HOURS UNLESS
A SITE-SPECIFC EXEMPTION IS APPROVED.
5. RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON REQUEST.
6. ELECTRONICALLY AVAILABLE RECORDS MAY BE SUBSTITUTED UNDER CERTAIN
CONDITIONS.
4. SEDIMENT BASINS
1. OUTLET STRUCTURES MUST WITHDRAW FROM BASIN SURFACE UNLESS DRAINAGE
AREA IS LESS THAN 1ACRE.
2. USE ONLY DWQ-APPROVED FLOCCULENTS.
NPDES - SPECIFIC PLAN SHEETS NOTES
1. THIS PAGE IS SUBMITTED TO COMPLY WITH NPDES GENERAL STORMWATER PERMIT
NCGO10000.
2. THIS PAGE CAN 8E APPROVED BY THE COUNTY PURSUANT TO NPDES GENERAL
STORMWATER PERMIT NCGO10000 ONLY.
3, THIS PAGE OF THE APPROVED PLANSIS ENFORCEABLE EXCLUSIVELY PURSUANT TO
NPDES GENERAL STORMWA'I'ER.PERMIT NCG010000.
4. THE COUNTY IS NOT AUTHORIZED TO ENFCRCE THIS PAGE OF THE PLANS AND IT IS
NOT A PART OF THE APPROVED PLANS FCR THE PURPOSES OF ENFORCEMENT ACTION
UNDER THE COUNTY CODE.
PREPARED FOR:
Mungo Homes of North Carolina, Inc.
2521 Schieffelin Road, Suite #116
Apex, NC 27502
[phone]
Sheet No.
C-1
'� T r',. , ;,7 7 ;;+
r fr
�
i i i- I f'r _ •� • � r i I r � � ! 1 i r1 I ti i'

�� �. 1 1 i, _ i_�.�_as�_-.w... .. ...s•_�:t_. .:�I _.._._!..1, ....j 1 1:.• i`� e.i. L3 ,' ', ��.. .._ t 1.I . __j.iiu�ii
- D.B. 5681-2733 ZONING: R-15 l
N/F LAND USE: VACANT SAGEWOOD 0 PLA ATION LANDING
1 WYONNE & BARBARA GREENE ZONING: R-15 -� PH E 2
\ D.B. 5896-1652 LAND USE: RESIDENTIAL
I N/F N/F 1
x CHARLES & ASHLEY WHITLEY 3&27
_ _ / _
_ s
ANNIE REDDICK MCMILLiAN ETAL -_ - _ -
- _ _---==�= ��- _-=-g.-58iy1896-=��-�..3---.3�-== �_-�-
D B 4a $� 2$ � +o_-; - - -� -x sfi� -- 1- - = ^ R_ - #M � TER R -15 r-
-� '- x 33.n J r - x 32.66 f ~�' _ _ _ _ _ - y,4_. 4, �g�
x•3i.96� �40-91 __._� >�4pyj��V�V^,R,` W33.9Y - --^- \ / -I .ix=-VFdkJ-LGLIKL+-�RESIDENTIALJ ---
"-- r ~ ,^ .yes-=--� �5 - - =` ~ =`= `='FT^��-'- li 33.Bo LAND USE--RESIBEI r J _ �-
36.°1^` - - _- -- = ---c36.5a - �_� .� ._.. � -�s,�`
N/F xas ls� - ,x3"172� ^'x - - '�c37.38- -- - ^ ~-
lDANIEL LEE & DELPHINE RENA GREE - PI J ^- �x - 1 x3&3a x3&66 x3 ^ , - - - x3 F912 x39i24 `-7R•3s.81 3,7.08 x39.64 INV. .. - ..� �.. .r -^ .�
Q.B. 2716-691 \ ! 1 \ \ \ I -� x39.81 ' x3961
PIN\24• I
1 ZONING: R-'15 f j \ 7 / x39.88 mod- - x3999 x39.64 x 97 � - - - - - - x . - x - - - 1
js ! x - - - - x 4 39,94 1
LAND USE: RESIDENTIAL \ 1 / - - - _ - - - - - _ - - �\ 3997 .4a.OQ - - - - - - 3esr -- 1
1 c� 42.06 * 36.954 --- -x�r} _ - - - - 3�9� - - 7�08� x 39.33 I r x 31:21 ~ x 37.7�
" x 9 3q / x 3T48� x 39.9 /y _,I-
- *•36.88- -- \x 39 37'SY�^ j b0 39.91 jjll
, � OAK\, 2" \ \ ;11 / �t3.64 f-.� \\ \ 1 I 'I \ 38.W5Y 38.86 I /
j II ! f
xg0.01 PIN\14• 1 ` x'3I4716 I 5B - AY SPILLWAY I I 3&30
! 1 I \\ \ x 37.13 � x 39.91 \ 36.84 r i 36 99 r x 38,61- r I I ! FNW
- - 1 } INV; 35.37 I 1
/ k !
/ \ / x39.96 x39.73 x39.95 ` ~X39.75^ - x39.91 ..� - x39.6fi '� / /k39,2.1 x RP 3 x37.11 fX291 �I
x4 . x40.1� �� jI 3�.a2 x 9.69 { N/F
x 41,52 Pok\1A• 1 37.5� If I 1 N /F /
1 I J I ! x4o6o `\ x40.1s x39a7\s I�xR x3955P ! ! I JESSICA KIRST
1 ! I I I \ DAVID D.B.E5831 Y1 09 ERSON D.B. 5915-2685
(981 , ! x40.34 2 / 1I EXI ING I j ! ZONING: R-15 I ZONING: R-15
! 0AK\10PIN\24' 1" 1 INFILT ATION I LAND USE: RESIDENTIAL
#1. 37.23 BA 3 I I ! I LAND USE: RESIDENTIAL
„• aAK\„• I 1 37.82� x 38.31
x 39-22 LL f FNW 0R
! x39.77 I I I 3f.321x 9,42 %r FNWbBLD
x 39.33 OAK\14• x 39.18
1 x 4J x 40 4I]/ IN\w 1 1 I 1 1
' x 40.34 x 40.13 /// PIN\22" I I I I I \
' ' I x 4a.37 II I x391 37.20 �38.89 FES RPRP I
PIN\,6" ` r 1 x
x492 °AK\14• I ISTORM MANHOLE P I ' , I Ifr If� x�C39,65 x3iRPRP .M1
/
/
1 38.69 30 0
1 39.11 I I '75
x11.05 PIN\I2" x39.68 (OVERFLOW) FES �zI 39.85
40.08 11 7,09
PIN\76• RIM: 40.51RPRPyINV: 37. 3x
x4701 kk IN41DBOTTOF BOX: 34,65' -
1 ' P� 99 x 39.98 ! x KKIDC }K 47,03 I � (\�/�f}PIN\1B' � �2 �38,15
7 I OAN B• �•...✓ l �c ARP .1 � �` r \ I � � �
x
x 40. 7B ; y x 39.52 0AK\8• x l x 37 y. / - �� / / _ �..- ---^ -'-� M _ ---^ M ^- M
1 / x 3 x4555 x42.37 � x4t.B1 � xa0.26 \� � Y } 39.23 ..._ STORM � / � M � --- M -
FNW x 42.3a x 41.55 \ x 40.3$ x 39.94�{ / x 40.5 / x 38,45 "�
�41\ \ x 39.14�^-�P!k 14' PIN I6" , _
\\` x 45.41 j x 3.04 / \ PoN\2fi` 4...% x 40.24 x 39.79•.''
1 j
x 44, 7fi x 43.9T �' � x 39.50
- -
x40,62 x39,40 �4a. �I�tCET RLANT\ATION LANDING DRIVE
x47.35 1 \ ! ! 1 ! \ oAK\11" STORM MH .,5 x4o.54 E
] [ x45.56 "' N\Ib' i �� 0 PRIVATE ROW ' 1 ' 1 f =� f(�VERFLOW) BI RIM: 40.40 }
x 47Y7 x 1 PIN 1pv awc �fi` r�� �^ ' v8.0�- 36.84 i
\ \ Q FNW COR J� ! C /,
f ^'p� \ x 39.78 x 39.24 I 4 V.1 5 / ma's 1 _
' 4� x41.52 I OAK 2h (��� EXISTING TREE TO ' INV: 8" 5 A4� INV: 1 _ -( - \ � S
r -� � ...f' PIN\I2" \ BOTTOM OF�-B X.
35.27 � , ^
x 42.24 1
111 \ a N\2o r
' 1 I x,z.lz � N\14P REMAIN LT�.) / L _ __- x371a-
x 1.G6 x40,41 �
I x43.74 B INLET �fi0 SS x37.88 � -
x 46.4a / x 4416 4 ! /
I 1 xa5.5 x44,57 / I \ x39.39 f'�/ / osz RIM: 40.5� RIM: 39, 5' x38.7a 1 RIM: 37.85
/ I \ PEN\S6" /] x39.77 A % �131 x / INV�711' - x3s.51 INV 8" VC (W): 32,20' �` INV 8" PVC (W): 31.50'/ � � / x3a�s
x44.44 1 I \ SYYJ,,,�llf / x40.52 -� PIN\14• j �5 �9.83 INV 8 PVC (E). 32.17 INV 8 PVC (E): 31.4y
c�-^ ' O xa1.63 r FV1 PIN\,8' / / x3&31
0 PIN/14" 44 01 / \144 ✓J
x 47n }
P 14" \ \ x 42.48 \ / , \ .3958 PIN 12' / x 4p Dljr L1✓T .9 �4 x M." ,, Qi,K1 q
x47. 1 x4b.79 x460 ` \ PIN " 4' / `�� // / 9.63' I „^�
' 5.04 PtN/18" PIN/14' \ 1 \ !'t2.� J J PIN\`6' P1Nj12'
1 x 39.20 NV: 7, s x 39.25 \ 0 • PIN\16'
1 I 1 i� ' ' I x 458g (/�^/�� PEN/14' �-.^.% PIN/14' qN\14' / x 40.35 El/�3 / 8 3 Z �
4q \ �•^✓x 42.36 # ](} `ti-'•Y PEN\I4' �7� / x 48 / � / x 3&55 ti.3'Ir
J \t' jI 1 titi,•��j\ PIN PIN/12.49 \ x 43.75 (� }PIN/14` \ \ x 42-5D' \� / / / / / 40.9T ,.70 / / I / / x 37.46 OAK\16" r•';. OAK\14'
�� i PIN/14" \I PIN\1 \2a• // / / ti 38
z7
l �(,��/;� /40.60 "� 3&9B / / x38,13
l,-i I'''`� PIN 16" 5 \ / x 41,..,",.7 PIN\,2• / / /
\ Q I ; 1(j / x 43.08 P�/16' I x 41.92 1 .� /9 / - r l
!� MH
' 39.95 ��-r / // s r
J /
x 4a,97 / `SPIN\14• 1 x40.s1 4'u' OL- /
i r x 45.72 P N/16' [ PIN/12" FX�"3 OAK\6 x 40.63 / IyfVi.
___1
J tt/!' l i`�/..lS; PIN\,4• ! x37.35 / j12 ' � I I x 46.94 � .99- PIN 4" �5,
VIN/14' PIN/,114" I ,1 x4a.19 r 9$K tT / / / / ds,rx � INY18 PVG (N� 4ZS 4' x38.32 x38.57
x47.54 r I PIN/12� PIN/IB" PIN/16" x44.59 f �;j�; i / r %' / / z �4N"
C �1/� 32.69 PIN\22"
x 4a82 RIlY1. 41.56 / / ( ) ff[y� C PI PIN/12" 1 PIN/14' 1 ` 1 i N V: �IN\2D" - PVC (E):417• PIN\12' / ^••�
x 38,15
jjj
PIN/12• x45,5 12 4 PIN\14' , / EX /S4j / 0AK\72'
/14' 11x418G PIN\I2" x4L55 , x4a.� / J x 1,24 // x3&76 Y
f O p PIN/14' z42.93 - 'W\18' / / // x3B.55
1 x 45.82 �rJ►jj 1 \ J-��i
/ x 46.92 x 46.11 {.✓ 40-� / ' / / PIN x 3& 33
INV: 2.324 ' � \ PIN/18" PIN ,4" y \ \ PIN\tfi' SPIN � � � /- �� � 4 , �\ \77" x38.71 x38.49
/ x45. 1 % x \ y����y1+'p��'� x4. /�� x3&36 ^ EXISTING TREE TO -
- - --- \ _ - ,.ss� - - - 'N/12_ ..._ xAIIW - -- - �\". -� - - by x, f J QE RE�VYLV (T .} x3&48 x f `
:6.9, \
\ ' ti \ `_ - 1 PEN 16" - - �_ '77 CUR INLET IN\12" 38.68
x 42. .66 `7
x,3.19 x d3. -1 R�A'� / 41'; i3�
--�� W EX-}� / �V: 38.01' j - \ \
�- {li1 59= -J '�-" 4 �s� q.� x 38.68 / PEN 14
PLANTATION\�CUR$ INLET � � CURB INLET � CURB INLET / �x �' � r � I / / x37,86 �?37.ez°�\
�/_ C) �. x47 \ LAND:IN;tl \ _W_ .._._ . _� ��- / 1 x3a.3,
v / .. `-•--�:a-3%-,^^-T 3. ' - /7h9/ / i 1 \ x 37. ` OAK/10'
I RIM. '�22 / 7 x3g,47 PIN\14' r38.30
/ / 50 PRIMATE ROW / /�s PIN\,k16
N / / INV: 40.66' / INV: 39.26' INV: 39.76' � �!4,_sz / / H PIN\16 1 x38.7s P x3a.37 \
-r/rI
7 "8 4 �s�•44 :77-""'-- - ,�i4:74 .. ...i - .43:0� �. r ' --- -' x-hY / SSMH X l \ 1
x 38.25
F3611 B
N'B N/F j
DAVID YOUKER 11
Q.B. 5372-819
IZONING: R-15
LAND1 USE: RESIDENTIAL [
31120 11 a I
1 �
\14 1\ 00
Rsp
N/F
DAVID & KELLIE CURB
D.B. 4424-289
ZONING: R-15
LAND USE: RESIDENTIA
INV: 33.73'
OAK\10' x38.10 rno `\ x 9F FIV/F
<, y '
/` Y
A-N j/JA�LIE MAE MATTOCKS
/ / \ v D B 5139-1456
x4 .43 �^ �- -� �- �"'^ / % - / RIM: 41.50 x3 .11 ` PIN/14' \
SS--- e.s5 SS- � -SS- -SS--- -- -5��- -SS- -SS 55- j / ` x37.s9
�, INV 8" PVC (W): 33.25 f"\'4" 1
x 37.87
SSMH \ / - �� x ,2 x39.50 PIN\14" x3862 / \ ;\ �� ZONING: R-15
3 �d'7
_/i_ INV 8 PVC //E : 33.23' OAK,D.'PN\°s AND USE: RESIDENTIAL
I - - - - - - ��- 1 } \ \ 35 r
ry AIM-�CURB I- --� - / - x41.47 x40.70 PIN\34' pN\44" %N\14' x3&57 x3&22 �/ \ \ 0A1(\12" 1 \ 1 x \
INV 8 PVC (S): 37.68 \ 1 IN/F ♦ ! ` - �X x3B25 13 " 0
x 38.07
jJ(j CRLI PIN\18" PIN\14" \
x 4fi.31 1 s 44.9 x41.25 FUT H Cft�K / I � PIN\12' x38 PIN\15" PIN\12' x37.41
INV 8" PVC (W): 37.43' ! � •�� \ \
PIN\14" / /
\ INV: 40, 1' k PIN\14• 11 PIN\12" PROP RTIES, LLC / P�\15" / PiN\S4. SSMH PIN\9' ��(}P!N\,(/\3 1 x38.39 HLY\I2" \ \
INV 8 PVC (E): >�771s41' 1 � � �T
D.B. ?561-363 / x42.57 / / PIN\34' / x RIM: 42.76' x392 PIN\17' f PIN\18 \ \\
\ PIN\16' ` ZON G: B-1 PIN\12" x4 i INV 8 PVC (W): 33.94� PIN\12 J PIN\,7 pIN\,4•
/ PIN\14" PIN\15` z 41,29 \ „ 9 P1 \, 4• f x 38, 43 7 37.96
PIN\14' PI �N\12• PIN\14' AND U�E: VACANT F le�\ INV 8 PVC (E): 3W � x38.30 x3a.sa PIN
\ PIN\1,"� PSN\12"� PIN\14' f t 1 OVI
`•x46.36 x 43 66 1 PM\14" \ / 18 PIN\14' x
111 PIN\t " x45.23 t
FF 1 \ ` x 37,98 /
PIN\14" l PIH 12' PIN\75• / PIN 1
PtN\14" PMI\12" PhN\I5" PIN\I5• x j8,43 � " `
\ \ fx 46.94 k- � \ 1 PIN\16' PIN\16' J PIN\14-
/ x 38,52 j��,I�''(y�� _
r \ PIN\12' x 42.53 x 42.12 \ \ , PIN\12' ! PIN\1 z 3&33 x 38 75 (Y } 0AK\I0' PIN1�18'
r , PIH 2' I PIN\44" PIN x44.38 ly 1 i PM,\16' e {
7f N\32' J PIN\,2• I 1 \ gp x39.9
\ \16' i II �� I LLJ1 I A NTI PEN\IS' PI 2" j x 38.16 PIN\I2"
OAK\0a" 1 \
°�r
1 \
PIN\16' 1
AL PIN\16•
\ \ \ OA
4 PIN12o•y OAK\8
612*
x 38.48
111 1
x3&51
8'"\ A\ \ x 38.14
" 1� t 1.1sx38.35
3 { x41.17 x "\7 R14\16' P{ N\12' 31i,L12
2 PIN\12• 1 x 38.71 ` s'w`Y y
p( 1 O x 46.42 /_46PEN\12" S x 43.42 1 \ ! ! r,gj7.9fi x 38.3B ; ` l
I PIN\72" r � J I PIN\I6'
\ 1 PIN\I6' ! { 1 PIN\1 �j�
1 \\'Z" ! ' I \ I
f xa5.44 j PEN\14' ������.,f}PIN\I2• PIN\16" PIN\15. fP��IN^v\^'I��S�" OAK\I2"
x46.49 ' 1 1 4...r � / tCAPIH\I2�3PIN\15' PIN\16" PIN I PIH\20"
P,N\F'• \ \ HLv\15" ''``�� P1N\I2 X 39.66 * `z•..,3� x 38.38 PIN I
r ,.C3rf x 38.44
x 39 SB �r^h, PI
f y x34 FV�PIN\14' OAPIN\!2-
PIN\t2' 1 x42.65 x42.16 1 PIN\12' \ x3&86 1 ! 1 x41.A9 1
x 46.30 1 -
' I � PIN\12" PIN\72' 1 1 1 x40.B0 1�.� / PIN\18"
!x PIH\15' PIN\11' / 1AK\,0"
x 39.52 / PIN\15' x 7-9h
EO PI�J\74• \ x41.54 PIN\tfi• �-�•w v �'``��
1 Pis OAK\14"1 f N\16 44 \ PIN\18• 1 46 1�(� f // x38.07 OAK\12" 37.84 7
1 �,,y� ttil.,.\i'f OAK\I5' � 3 x 37.9�
1 PIN\14' 1 PIN\t2'_.
to 3-, I /
t PINV4" x43.67 \ 4 PIN\16• PIN\17" x35.70 �•'^y OAK\'%' >'IN\I2' x38.02 x38.28
x46.25 x45.45 PIN\le \ \ 1 40.98 1 t,..% PIN\15" `x37.9 f r
1 JI PIN\1 Z' { x 38.91 x 3&60 \ `
f"'yOAK\14" i PIN 12' �4'94 , \ ` 1 x38.D9 OAK 12'
�PlN\18` to 1} \ PIN\12' \ x39,08 x38.93 OAK\12'
PIH\,4' `
ll�PIN\I6`
'.... .` % PPIN\16' x4fi.59� 4/ � PIN\12' PIN\14' \ \ x4 .Q7 1 lr�\ x39-3fi � X
14" \ \ " 38.14 x M 12 x'SR.IA-,•,,,.,,,"„ x.3B y� x
\ t x 38-47 u
~ / 2 - - - PIN 14 .�-PIN\23, \ PIH\12" ` x 38.90 _ --
I j x45.76 P"\14" \ \ N/F - 1 \ RIDGEWOOD GA 131•N ,ZONING: R-15
f / \ \ \ JOHN F BARNHILL \ ZONING: B 1 L x39.39 I 3601 HEALTH INVESTORS, LLC
I x4 ,� x45.63 .-f�rsvz-----,�45.06 x4322 \ D.B.4236-571 LN" USE: HARDWARE STOI F40'90 x40.aa x3a87 Zq L4N� ,11SE: x1da9£ANT
x39.19 Q.B. 51,/,Z-14F��7.54 x3&O6 x38.22 x38.19
47.53 x 47.a5 x 45.55 x 3s.aa �
II J
x 38.56
w
l Z
I
1
I
. I �
Designer
GSP
Scale
1" _
Drawn By
Date
GSP
June 2018
License #
Job No.
P-0718
2018-0002
VILLAGES AT
PLANTATION LANDING
Wilmington New Hanover County North Carolina
EXISTING CONDITIONS PLAN
PREPARED FOR:
Mungo Homes of North Carolina, Inc.
2521 Schieffelin Road, Suite #116
Apex, NC 27502
[phone]
G
: 38.1 B 1 1 >y
0 OAK\12' ' ���� 1 2
PIN\20" x OAK\
OAK\12" ' 1 1 1
PINV6• r,.� i
PIN\ I 1 1 l x 1 I
x 38.08 1 1 1 1
X0A'k�Rf}7
11 at 10'
3S OAK\14'
x 3FL12 x
87�
GRAPHIC SCALE
30 0 15 30
1 inch ; 30 ft.
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
60
Sheet No.
C-2.1
"_ 1 t - I ,s;Ti 1'r y'+•!� +i.�-{'S..- ".•�; ;•: hi--�� t;-r1-; STrt�F`--,.A B-'111''�I.
7 ' S
•i ,1 ., •.I � I + S' 1 s'. 4�r' �1 s F. J' '� .ai 1r; r,, f; 1 ° �, .., r1��1 _yi'$i••�1t =<� !�'�+�•

NOTES.
I N/F
/
UNITS 10, 11, 14, 15, 18, 19, 34, 35, 36, 37, 44, LORENZO & LEA BARTOLOME MARTINEZD.B. 5681-2733
45, 46 & 47 TO BE 22. WIDE. ALL OTHER UNITS ZONING: R-15
N/F I TO BE 26' WIDE. r� LAND USE: VACANT SAGEWOOD ®PLA ATION LANDING
1 \ WYONNE & BARBARA GREENE ZONING. R-15 j PH E 2
D.S. 5896-1652 LAND USE: RESIDENTIAL jl
1 N/F N/F / 1
ANNIE REDDICK MCMILLIAN ETAL j CHARLES & ASHLEY WHITLEY } J
D B ] 4 f D.B. 5841-1896 / N/F
084- 28
1
l � 1
R/W }
5' SIDEWALK P A Z A 2"12"
1/2`/FT. MAX
k R
+ 12" 1_2' VALLEY
{ CURB
�i
I 1
�--- ZONING: R-15 ZONING: R-15 , GERALD & PAMELA LATTER ZONING: R-15 J �—
LAND USE: VACANT LAND USE: RESIDENTIAL/ D,B. 5034-1456 LAND USE: RESIDENTIAL,
N/F f
22' BOC-BOC
DANIEL LEE & DELPHINE RENA GREEN
R/W D.B. 2716-691 20' BUFFER 2 REVERSE IS SURF
50' R.O.W.
ZONING: R-15 25' ALTERNATIVE SETBACK & BUFFER VALLEY CURB OURSE
1/8"/FT. MIN
12' 12' 12"12" PLAZA 5' SIDEWALK LAND USE: RESIDENTIAL r" — — — — — — — — — — — — — — — — — --• --- = - ••..,.
— — — — — — — — — — — — — — — — C
I ire \ ...�
" Y T. MAX co to to � �- - - -dsguup-
- - - SETBACK---------------1 I „' 6" ABC
12
6" AB 1.5" SF-9.5A I I PRIVATE DRIVEWAY
2' VALLEY I W VALLEY C&G
CURB 2 6� 96' 96' I N T S.
PLA TATION LANDING DRIVE I I N/F N/F
EXISTIN PRIVATE ROW X•-S CTION I I m U- DAVID & BEVERLY ANDERSON JESSICA KIRST
- - I I I Y^ I ,i DB5831-1109 D.B. 5915-2685
I I I I I I EXISTING I u, m .. ZONING: R-15
INFILTRATION I M ZONING: R-15 LAND USE: RESIDENTIAL
w I I ( I I b 22' I I I CDBASIN I I LAND USE: RESIDENTIAL
yy N I n i 13 I 14 I 15 I 16 cD 17 { 18 I 19 I 20
I
1
FFE f. 78 I I FFE r 41.15 �
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f'
I
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0.24 AC.t
rr
18'
f �
TYP.
5 E
PLANTATION LANDING DRIVE
-
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—�
5 SIDEWALK
N/F
FUTCH CREEK
J
PROPERTIES, LLC
D.B. 2561-363
2�
ZONING: B-1
LAND USE: VACA
Revision
;
FUTURE DEVELOPMENT
34,308 SF = 0.79 AC.f
Designer
GSP
Scale
1" 301
Drawn By
Hate
GSP
June 2018
License #
lob No.
P-0718
2018-0002
FFE=I44.01 I FFE=43.44 I FFE=498
48 I 47 I 46 I 45 44 I 43
I
I I I I I
i' 2' 2'
Y Mftm
PASSIVE 25' ALTERNATIVE SETBACK & BUFFER
OPEN SPACE
0.22 AC.t
N /F
JOHN F BARNHILL ZONING: B-1
D.B. 4236-571 LAND USE: HARDWARE STORE
VILLAGES AT
PLANTATION LANDING
Wilmington New Hanover County North Carolina
Q , OVERFLOW PARKING
Q:-' 1 /� / // 30 UTILITY I
EASEMENT I
ACTIVE I
/ 32 OPEN SPACE I
\ / , 0.17 AC. # I
6g / ti I a �� N/F N/F
P DAVID YOUKER DAVID & KELLIE CUR
D.8, 5372-819 I D.B. 4424-289
31LO N ZONING: R-15 ZONING: R-15
/ FFE--41.45 STABILIZED LAND USE: RESIDENTIAL LAND USE: RESIDENTI
OVERF40W PATING
30
/ 33
� I I
\ / 34 / 29 I
' \ 35 / ' 1 cr 1 PASSIVE WILLIE MAE MATTOCKS
\ FFE--4'�52 5 SIDEWALKa , � OPEN SAPA�E 20D.B. 5139--1456
rn 0 29 C. B R
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OPEN SPACE 1.0 AC.f FFE=39.93 I J ~FFE=40.24 1
FFE-4 '65 O � I 23 1� n
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39 4 � EASEMENT 18' 18
STABILIZED => rLn I 1
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18 I 2� _ _
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SITE PLAN
9
leg
RIDGEWQ DFGARDEN SEAL
LA <'
HEALTH INVESTORS, LLC ZONING: R-15 031315
ND USE: VACANT
D.B. 5139-1461
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
PREPARED FOR:
Mungo Homes of North Carolina, Inc.
2521 Schieffelin Road, Suite #116
Apex, NC 27502
[phone]
GSP CONSULTING,PLLC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C-3
'j •�. / , � i T T -T — - r 1-S'?l.i �''a�4'� iTT'_F.'�5 �1'I'
• - I- t Y I 1 1 S Y , A
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i ,' ! � r e s �, s t :•I 1 I f. � r,. w '1�1 � 1 -�.�� I' i:r .'i.iF '�', P.i ,"•

� D.B. 5681-2733 ZONING: R-15
N/F LAND USE: VACANT SAGEWOOD ®PAT[ON LANDING
PH�EWYONNE & BARBARA GREENE ZONING: R-15 ---D.S. 5896-1652 LAND USE: RESIDENTIAL) 2 QRAINAGE NOTES
1. ALL IMPERVIOUS SURFACES TO DRAIN T PROPOSED STORM DRAIN SYSTEIIIIIIII
1 N/F N/F / INFILTRATION BASIN.
/ _ �x,- - CHARLES & ASHLEY WHITLEY _ _
ANNIE REDDICK MCMILLIAN ETAL 3a27_ _ 3_ / - ,lam -_ 5WALES TO BE LINED WITH C RASS OR EQUIVALENT.
1 40_40� _ _ _ -... - -D�- �r - _-� r J rx32.s`' a �- ;-I ' `-1•; _ �A�,AiT R- : R=T �r. �-
9�-�� ZCIN I �15 - - -kEU SE
_1 Xss6o -LAND USE:-RSI$EN�' _ �j.J�$3z#
N/F --= x r= ^L - - -_- - -� - - - - - - ^ `- - - - J - 1, ALL STORM INLETS WITHIN DISTUR ANCE AREA TO HAVE EITHER IN PROI�ECTION OR
DANIEL LEE & DELPHINE RENA GREE ` Ar - F �� i 1 xX38 x38.6fi - - - -x Ss z x39,2� SILT SACK INSTALLED SEE DET ILS ON SHEET C-8.
1 D.B.2716-691 _�y---������� �� FNwcIrPINGNOTES:
l 20' BUFFER PIN\2e
f ZONING: SIDE _- x ---- _`-fix_ _ - ----- -----� 9<
LAND USE: RESIDENTIAL x40.66 - _- - - - - _ _ - - 11k1. SEDIMENT LADEN PUMP DISCHARGEIS ONLY ALLOWED IF ITS DISCHARGED A OR BELOW 50 NTU S
\ I I \ x 13� // ��x3s98x (/ - - T - - - - - - - - - - - - - - - _ x ' r 35' SETBACK I' - - �T\),3
fWITHOUT EROSIVE VELOCITY AT �T}}�I{{E POINT OF DISCHARGE, INFfLTRATED ON ITE OUTSIDE ANY
x41.4}9 - _ _ - - - - _ _ _ 3$6 _ _ _ _ _ - _ _ .- _ _ _ WETLANDS WITH NO RUNOFF, OR Y USING PAMS WITH A LIQUID INJECTION SYSTEM DISCHARGING INTO
l x4n0�10 j A DIRT BAG PLACED ON A STABL� SURFACE.
I / SPILLWAY i'
STORM TABLE I _ _ _ _ _ - - _ _ / = l- 1 INV: 35.37' I : 11�
FNw
f ROM TO LENGTH DIAMETER SLOPE INV. DN INV. UP RIM MATERIALJ1 4098 x��� - X39.T3 x3s_s5- - = � � = - _ = - - - - - � � / � I
V x 39.75 x 39.9, x 39-66 / �Sc39.23
ft in X ft ft ft (
( EX2 EXl 73 24 37.01 0.119E 37.09 40.51 RCP P ,4 `-� x`0.'4 I I I I I .69 N/F
III
1 EX3 EX2 19 24 37.09 0,11% 37.11 40.40 R
j x40.,6 x39.47 I!�� 1 N RF Y A R N I JESSIGA KIRST
EX4 EX3 202 18 37.11 0.509� 38.12 41.56 RCP x4060 ! � � eK\16. � I ,,^ } DAVID &BEVEL AIDE SO 1 -
I $ � I I7A. I j 4 D.B 59 5 2685
I ' x a0.34 1 LO I I D.B. 5831-1109
EX5 EX4 148 18 38.12 0.91% 39.47 43.42 RCP I I I I I / I 1 cn I m I I ZONING: R-15
I I 11 ZONING: R-15 LAND USE: RESIDENTIAL
EX6 EX5 150 18 39.47 0.93 40.87 45.12 RCP j � \' PI"�4' r� 113893 I M I I I 1 LAND USE: RESIDENTIAL
1 EX7 EX6 26 15 40.87 0.95% 41.12 44.98 RCP j � ��+' I I I OA,c\14• LIMITS OF I I I I
U. 7 x 9.s, xs9.zz DISTURBANCE I 1 37.82 x3$.31
mN 13 14 x39.77 f I I I 94� FNw ON FNW88LD
' EX10 EX4 27 15 38.12 0.37°� 3&22 41.62 RCP � I � I I I 15 I x4O.4 1 ss.ss aAK\14" 17 I 1181fi Ix3s.,s 19 I 20
I .I
1 5 EX10 95 15 38.22 0.30% 38.50 N A x4a.3� 1� I x40.13 FFE-41.78 F"' 41.15 II I I
I I x4a3, -� I fi
EX11 EX5 27 15 39.47 1,86� 39.97 43.29 RC, r �M.89 FES I I I
x92 aAK\I4• TORM MANHOLE ' f I I _ 1 DLD c
j' 1
EX3 1 80 24 37.00 0.30% 37.24 40.51 H PE I J x 4.1' {OVERFLOW} I 1 I I 39.85
' X X3 27 24 37.24 0.30% 37.32 40.40 RCP x40.08 I PIN\I2• x39 FES I
` E 8 E lt6. RIM: 40.51 INV: 37. 3'
x 47.01 �'I Ur 41 , 4 3�39.65 38.99 TT OF BOX: 34.65' _
/­47' ZI PIN\18" _ ` l !99 I x39 8 / ' x OLD C
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lx44 I 4 3 112 18 37.54 a30% 37.88 N A PE I PIN\,4' PIN\76• x r
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_ x 45.41 I 4 W •r
' r 1 r \ � l 7fa$2 , r x39. STORM MH I MANH� 0 PLANTATION LANDING DRIVE
x47.35 [i/ ; ! ! \ AI • 4 \ \
x47'47 x'*6.04 PIN ,i 0_A.\6- p�t!1 S V 3b.84 r
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' \ x462d 1r LIMI S OF I x4z.24 { `; ` Pi 40 I BOTTOM 0�'ZX: 35. 7W INV FLOW FROM (LETS - - �g� __� = = � � - -sS
\ �, r t DISTURBANCE x4z.1z 1 PIN ,1 O6 R -o EX4 & X - - - �} - T
x46.26 5 \ 12 l • INLET
5 r 1 I 4 RIM: 40.50' RI 37,85' T
SILT FENCE / I \ 1 r r x39.39 / n.fi2 OR Y
/ I \ J /41,11
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s t4• / 1
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' 1 �V1 Y' x 45.89 PIN/14- I `key PIN/,4I f x 4�36 PIN 14" + �� x 5 40 37.2 V' x 9.24 TO
1 IfQ1 I I�N% P 49 \ x4 7 p��J/��j P /14- l\ x4 - / 10 TE POR \ .97 A / x I
3. 5� V C T / / /
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1 x43 P[tl/7S" x41.92 1 \ / / - , 8
\ / 1 x 38.25
f r 1 x45,71 PIN/16" x44.� I PIN/,2' � / � PIN\I4" I r (TO •�L� X. 39.95 41 f /� MH 40 �_ � `� f , � / / I V I 3&0� �g1
x46. ' x I N,4� 0AK\6.q qn J�\•T✓1 a FNO N/F N/F
jFFE= 5 77 N,,," FFE= =*�lE 4.21 1 L1V
x4�,12 1 r �' O- x 99 C f / / 14' 3 x3T.9f� 1 �' DAVID YOUKER DAVID & KELLIE CURB
fLLj
! '^ 32 I I,N " I I D.B. 5372-819 D.B. 4424-289
x 47.54� ! rf ' FV3PIN 1 fViPIN,18" PIN/16• �x43,"2 EZ` 5 ,\` : 41.5� /' / /� dOd ��, / � IIAI*� / I'VC E 6� PIN 12 / 9 ZONING: R-15
x l / INV: \2 { )� � \
� I � IZONING: R-15
! ' r \14- x41.80 PEN\$2" x41.55 , �� x � Lz / ASS / 0 1.45 // A�v2 x�.75 I LANDI USE: RESIDENTIAL I LAND USE. RESIDENTIA
t1 /S4' s4 1 _ / �/ x3O.55 ` Ij I
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r P ,/ s PfN\,7' d
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1 i z 4�92 x 46.17 ,.�-� ;\h,�(�' J}
INV: 2.24' l l� ' � ` PI /18• IN/14" ` � ` , ;PIN \ �' �EXI � INL S / x38.36 I 1 U
x 5 '. VIER 1
1 / ,48 I \t4• j
x 38.88 .9` PIN\16 x42. Ay - �.`t_ TR RI III %"\' \ \ 00
x 3.,
jr\ N - „ 43. E -k _���'�" - - y E INL / ♦ \ I INV: 33.73'
.4 /
i1L PEN x 38
ta, . P L�1 U TA ION LAN DI N I CURB INLET CURB INLET CURB INLET / / RY / xse, ` �' x37. x37.s2 I ♦I `> � • ��+ x41, ' B- \\ .
x47 _
fl � � � � �1,j1�9
N / / / / INV: 40.66' / I I ' / / / / EN I rC E� \ PINVS 38.16 / PN\, " 8.3n j I x37. AK/10" (ptmu 3/0 FN8 \ 37-27 F / �
INV: 39.26 INV: 39.76' ,.� / / 37 ouc\,o• x a � x � F
_ I 1 1 j /JKI LIE MAE MATTOCKS
/ �A= 0. 0 A� - _ _ �!�� �••� 4 > x 1.6 i SSMH P' D.B. 5139-1456
x 47.,3 sS- 4-=.= �. �'' - s- S ' s ss ' RIM: 41.50' 3 . 40 FFJ .52 \• 2+p' BUFFER / 111 3j.p7
1 \ x 37.87
III I_ :_- >� :dial'. r ' 40 4 SWALE F
I 8 P (W}: 33.25 ` / / 37g� 0 xsa 5 ; -� - -�" x� `�;�, 1,1 11 ZONING: R-15
r / / x4.12 x39.56 5! Br• PV E ' \14- �p
\ Wa' 11 NAND USE: RESIDENTIAL
1j V } MR PIN\14• �4t � % ' D \10' A� `° 1 7
INV 8" PVC (S): 37.68' \ I CURB INLET IN/F s x41.4 lT / P1 PEN\!4• ` 1-.1
/ x38,57 , - _ _ - OAK\, 2" XM25 , 1 x f
rvo-
INV 8" PVC (W): 37.43' x 1 x; 6.31 I 44.9 x4425 FUTCiH CRHK / 1 40f0.Q1\ DA-O.31 A .�„ N 8•
1 1 INV 8" PVC (E): 47*41' J PIN\14 � PIN\t4' PI \15• � SMH & PN\15" / HLY\, � � I 13 \ ' 11 `` W ' 11
�+ PIN\I2• O�S
\ INV: 40. 1'� PoN\12• PROP RTIES, LLL /CX) PW\74- ,� PIN � ' / Q�i.s \\ xs741 � Q1.S
11 x3$20
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\ 1 ��P""i6• / 1 ZONING: B-1 \12• x4 { 8 P W): 33.94 . / {) PIN\,2 31 ,7 2$ (TO S !"\ \ 1 ,p15TURx384$
/ RN\14" x 41 9 " x 38.43
/ mv2• PIN\,4• AND U�E: VACANT (E) _ 40 / 37 I PM l 37.9s 1 �16.
FT x 38.
1
\ PIN\t PIN\14' / x 1�i1\12• +�PN\,+• 1 , x 38- 9 Z 1 11
/ x46.36 �T I x43-66 1 A�.44
\S4' \ �• PI x38.35 ,� I
111 W
S 45.23 r 1
1! / �p"` PIN,,+• S I ��N\12• FFE=� 4.�1 FF 1 FFE42.98 l P� LE / '' \14Y V x37.98446.9a �RN\14' Pdl\,2" I IT F IPIN 6' } PIN\14- / {Y1 "\ \ ` PIN\15' x}5x27 .43 III3 'i4�4• I y• 1 x38.51
�} 1 1 i
PIN\I;r 1 ` PIN\,6• ` ` 3g
PIN\14' / PIN\14' / PIN 12• {�r,�JISTURBANCE 42.53 k42.,2 L / ' pl 2 PIN\12- �� �� ` 14` 4 Ax\10' PINW8" / I �!) > �s` ' `1 1 1 x38.14
�� \ x44.38 PIN\12• i f 43 x39.9 I PiN\16" SWALE F _ f m cI 1
\16• / I PIN\1$• / g ` � x 38. ' ' � � {{ �• io OAK\8• 11 1 1 x 38.35
\ Z PIN\l2' •. 4N I ' - F I 12
x , PIN\,2• PIN\12• I I W I x4,.,T \6 FFE=39.93 P1 , FE- m.24/
PIN\,2• / 46, 2 f� 1 .4142 W 1 `w ' FFE- 65 I , I 38,38 1 � 1 1
Qlkb PIN\f2' PIN\16•! I J 11 PIN\, 1!���+' G
f \ / I • 1 PNi\,2° / T P PIN\W )q� W 1 1
r x45.4A I N\I4 ;t1�/ i PM\t6' PI \75" / ;�,�(Jy M\l10 � 0. W A 0 Z
j 1 .Tj PIN\12'4.�' N 2� - r'•. OM\t2�
5" PIN\12• 9s (0 PIN , y L41 i>i
i 1 x39.66 9. �� x �R PIN 1 L�., & �• 1 1 1
x xa ' x44.49 PW\12• } x4j,65 x42.16 \ x3 l4 71 PIN\„' • PI POI\n 0 12' ,is OhIS l y
J 1 ]I 6.30 I (��/��/f� P N 12" \ x 40.80 / x 36.86 24 PII(+(` 1 l
1 1 I PIN\4 PIN\t2• PIN\15' P \,7" SWALE F� ' F4N\18• T SWALE / -' - - - IN\ 1 1111
Ply\t,' \ I x41.54 �+\�6• SILT FEN � � 1 1
14 x39.52 PIN\I5' x37. 0
11DAK\14.1 \16• - - , _ - - - - - - - - - PIN\Ifi� \ - .. - - _ _ PIN\1.16 - \� T 4 _ _ f / 7 x 3T8 7 OAK,S$0t7 x98.08
`;.,✓ PIN 1�' I i
\ N PIN\� 7' � x 3s.i0 � - �r - 1 - x � 02 - x�32�
x 43.fi7 ER
I x 48.25 PIN\12'x 7i
45.45 PW\14' \ ' x 38.9, P114\15" OAx\12" f x 37.97 J r
1 25 ALTERNA N SETBACK & BUFFER 1 iT l
PN\I4' �POt\18' 40+ `OAIC\14' ��\12. 4.94 ` \ 4 LIMIT F x38.60 x39.09 0 \, OR V I
x46.59 / PIN\IY PIN\1+- 1 x43.7 1 �PoN\12• \ DISTURB E x39.08 I P81\76• 0 6 aiY OAu\„• 4
PIN\12 x39.36 ` I' F 38 1 14 /1 I
PIN\14• \ \ x x 38, l2 OAK\12• I 3A.12
EX9
EX8
22
18
37.32
0.30X
37.38
39.89
CP
2
EX9
23
15
37.38
0.30X
37.45
N/A
HDPE
x 40.78
x46.06/ x45.63
x 47.B5 x 45.55
\ x 39.63
PIN\74" \ ♦ N/F 1 \ N /F
I RIDGEWODD GA DEN `ZONING: R-15
\ \ JOHN F BARNHILL \ ZONING: B-1 x39.39 34.01 HEALTH INVESjk} S, tLC LAN15 �.1SE: xgRy3.,ANT
x43.22\ D.B. 4236-571 LA�II�'USE: HARDWARE ST01� 40-90 x40.80 x39.19 x38•B7 O.B. 51ESWRS�,.64
x 38.40
x 38.56
SEDIMENT BASIN CALCULATIONS
x38.D6 x38.22 x38-19
SEDIMENT
DRAINAGE
REQUIRED
PROVIDED
PEAK 010
REQUIRED
PROVIDED
SKIMMER
TRAPPING
AREA
STORAGE
STORAGE
FLOW
AREA
AREA
SIZE
DEVICE
(AC)
(1,800CF/AC)
(CF)
(CFS)
(435 SF/CFS)
(SF)
(in)
SEDIMENT BASIN #1
8.05
14,490
28,276
15.21
4,945
20,005
2.5
x 3&12 x X26
Revision
Designer
GSP
Scale
1" _
Drawn By
Date
GSP
June 2018
License #
job No.
P-0718
2018-0002
VILLAGES AT
PLANTATION LANDING
Wilmington New Hanover Count North Carolina
E &EROSION
OROL PLAN
PREPARED FOR:
Mungo Homes of North Carolina, Inc.
2521 Schieffelin Road, Suite #116
Apex, NC 27502
[phone]
GSP CONSULTING7PLLC
ENGINEERING
6626Gordan Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet Na.
C-5.1

N/F
ANNIE REDDICK MCMILLIAN ETAL _ _^ _ �389, _ _ _ _ CHARLES & ASHLEY WHITLEY / .�38.27
D-B-t�BA1�1896 --
x 40:60.46 - - - - ^ .-^�.IN G. R - 1 5
x 40.91 _M 04 = - - - - - - - _ - _ _ .mac x 3375 - - - - - - - - - - - -- I D- E : RESIDENTIAL---
-- = _ - - -- _ .- C �------ -�:-� ��^ �� --- - - __��� 33ze� _- x6� ~~�- ---T ---- ----
_ ^ x 38.9L.d� - _ -�� ^ ' .-x x Tyr
-mot _______ _
/F '�.>�-- - - - Tl x gam~ --20' EMERGENCY SPILLWAY `� --^_ - ,�� 77- ----- - ---� _ 1.� =- -^_ __ --- --- -- ----_
~ _ 3a ,
x = - �� ELEVATION = 39.25 - -- x38.38 ^ ^ � 4
C\�
' x 38.66
_PHINE RENA GREE[� - _ -�"--' ' --, -�3 OS x3. 4 - - �3&93
x 81 - _
20' BUFFER-x 39. . �3 . x39.84 x3 . 9R-15 x------^---^---^- ^_-_-----�----------3M -�^�-----__- ^----- 994
RESIDENTIALx40.661 __ _______ _ __ _____________------------- __��__-� x35.94^ - ---� - - - x~ ^-"'r°.° xIRELOCTE EXIST G `` %� x�98-- �- - �.9,- � - �7.\ x ,33 �- x37:21 -x3i6� x3}52�� \x37�$ \ \ x39.98 � x M-AQUTLET STRUCTURE �37�64 x .5SQ/ \ \ _35' SETBACK34039.91x41.39 1 -- _-�--- -- -" 35
40.01% 4B4 SPILLWAY
J x 1 �\% _ -_ _-_^------- %x lINV: 35.37' I 40.98 \ ^ _..,. - _ ..- �.. ^ - �.. - - ^ ^ - ...- ^ - - - -
x 39.73 x 39.95 - - - _ _ _ _ _ _ _ �• -... � 1 / I] 1
' 1x39.96 x39.75 ^--- - x39.91 ----- - x39.66~ �� _ //x39.23 ),91
i
x371'
x37. 2 9.69
x41.52 �} �\ 1 1 1 1 Y] I N/F
x40.60 \ I x40.16 x39.47 \ I I I I I I I W
r I I I I I I m I I I f DAVID & BEVERLY ANDERSON
I x4o.3,
II II �f / / ]II III • IIII III -W`"� II =f ]If
EXISTING STORMWATER INFILTRATION BASIN\� D.B. 5831-1109
�jm
BOTTOM ELEV=37,0 ZONING: R-15
337.23 SEDIMENT MUCKED LAND USE: RESIDENTIALw'9PRIOROUSEAS AN INFILTRATION BASIN
m l x 40,77 I I x .91 x 39.22 I I I I I I I I
t L! +F W,- I / I x39.77 I I t I I t
1 m cr, 13 I 14 15 I 16 x .33 17 I 18 x39.18
I 19 I 20 ] : I I , 37.62 I x .,2
x 41.21 0 I x 40.40 I I
I x 40.34 N x 40.13 I I / I I I I I I
i I I FFE--I41.78 FFE F 41.15
x40j, I I III
/ I I -, I I x I 37,20 kI38.89 F E S
x38.�2 � �
I � ]STORM MANHOLE
I I `_.' x ,11 I (OVERFLOW) F I 3712 ] 39.85 / O�
x }1.05 I j- rr
J x39. ] RIM: 40.51' ES
j x �. INV: 37. 3
- - r
_ - _ _L._.-� /�
1 1.0 xao. 1 39.fi5 �' OT .OF BOX: 34.65' r -
1 I 22 11 00 87 58 45 32 16 l x�-_ x 2 � x39.
�-
x 3718
{ I 41- 41- 1� 140 - 40- 4 - 40- 4 - 0-� '_--!' x 9
x 39.32 7
x40.78 x40.26 I 81 74 63 L x39.52 38 10 96 83 39
x41.55 4 4 .4C 9.94 ,40 4 ,40- 3q ,39 39 X37,22 - -
x40. .-...ter
x 67 - . / x40. STORM -
I ' x 8.453948 ' 3914 / x 37,89 x 37.20 rx3`6.40 .50 9x .39.ZD59.18 _
__ T�
37.09
\ x41.82 F1 V 1 �' -�3412' `� \ 1 ( � L 1 V 1 V TA
4o
\ L x 39.4U STORM M H x 40. 3 I�L E T - 36.84
�
,/ OVER FLOW) AM/_ RIM: 40.4 0'
TOP OF BANK
ELEV, =40.50
1L
3
1.5" STORAGE ELEV=38.50
4"
SAND
BOTTOM
ELEV. = 37.00
2' SHWT
ELEV.=35.00
4" CLEAN
SAND
TEST
BASIN BOTTOM
BASIN
1.5" STORAGE
1.5" STORAGE
LOCATION
SHWT
ELEVATION
DEPTH
1.5" STORAGE
VOLUME REQ.
VOLUME PROV.
ELEVATION
(FT)
ELEVATION
(CF)
(CF)
S&ME TEST #1
35.0
37.0
10
38.5
26.694
28,276
INFILTRATION BASIN CROSS-SECTION
N.T.S.
SWALE COMPUTATIONS
SWALE
TYPE
AVERAGE
SLOPE
SIDE
SLOPE
BOTTOM
WIDTH
DITCH
TYPE
SWALE F1
GRASS
0.30%
3:1
2-FEET
TRAPEZOIDAL
SWALE F2
GRASS
0.30%
3:1
2-FEET
TRAPEZOIDAL
SWALE F3
GRASS
0.30%
3:1
2-FEET
TRAPEZOIDAL
SWALE F4
GRASS
0.30%
3:1
2-FEET
TRAPEZOIDAL
SWALE F5
GRASS
0.30%
3:1
2-FEET
TRAPEZOIDAL
SWALE F6
GRASS
0.30%
3:1
2-FEET
TRAPEZOIDAL
Revision
SWALE CROSS SECTION DETAIL
N.T.S.
Designer
GSP
Scale
1" z 10.
Drawn By
Date
GSP
June 2018
License #
Job No.
P-0718
2018-0002
L=20'
24"
t
ELEV. 39.25
FILTER FABRIC--' 12" THICK CLASS
'B' RIP -RAP
EMERGENCY SPILLWAY
N.T.S.
TOP OF BANK
ELEV.=40.50
NOTE
1. SEASONAL HIGH WATER TABLE WAS ESTIMATED TO BE AN ELEVATION OF 35.0. THE INFILTRATION RATE
WAS DETERMINED TO BE 14.0 in/hr.
2. ALL IMPERVIOUS SITE AREA TO BE DRAINED TO EXISTING & PROPOSED STORM SYSTEMS AND
DISCHARGED TO INFILTRATION BASIN.
3. BASIN WILL BE PUMPED DOWN BY MECHANICAL MEANS IN CASE OF EMERGENCY.
4, PRIOR TO USE AS AN INFILTRATION BASIN, ALL ACCUMULATED SEDIMENT SHALL BE REMOVED AND
PROPERLY DISPOSED OF, THEN THE APPROPRIATE MODIFICATIONS TO THE BASIN CAN BE INCORPORATED.
TOP OF BANK
ELEV. 40.50
1 24" 1
VILLAGES AT
PLANTATION LANDING
Wilmington New Hanover County North Carolina
INFILTRATION & DETENTION BASIN
& SWALE DETAILS
4'x4'
OR BRICK BOX
ORIFICE OPENING (1-9"(H)x24"(W))
PLACE 1 /2" GALVANIZED HARDWARE
CLOTH OVER OPENING
WITH STAINLESS STEEL FASTENERS
ELEV=36.0
NOTES:
2 FT MI
DESIGNER'S PLAN CERTIFICATION
The following designer's plan certification shall be shown on each plan drawing sheet:
Designer's Plan Certification:
"I hereby certify that this plan has been prepared in accordance with the latest New
Hanover County Ordinances and Storm Water Design Manual." ,.•�"""•••••,
e,'AN ••�CARO��,•�
Signature: 2 �aFESS/p��'yy
Printed Name and Title: Garry S. Pape, P.E. - Proiect Manager •"
Date: = 4 4 SEAL ! _
Registration Number:
131
OWNER'S CERTIFICATION
The following owner's plan certification shall be shown on each plan drawing sheet:
Property Owner Certification:
"I (We) hereby certify that I (we) am (are) the current owner of the property and that
upon receipt of "Authorization -To -Construct any clearing, grading, construction or
development, will be performed in accordance with this plan and that the applicable
ordinances and rules of New Hanover County, the State of North Carolina and Federal
Government and its agencies which are hereby made part of this plan. As the owner,
(we) accept full responsibility for the construction and operation and maintenance of the
proposed facilities. I (We) will not attempt to transfer any of this responsibility without the
written authorization of New Hanover County."
Signature:
Printed Name and Title: Geoff Shiley - Division President
Date:
GALVANIZED BAR GRATING 1" x 1/8" BEARING BARS.
FASTEN WITH J-CLIPS, ATTACH TO A 1 1 /4" x 1 1 /4" x 1/4-
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
OUTLET STRUCTURE - 4" MAX TRASH RACK OPENING
RIM ELEV = 38.66
/
i
i
i
i
i
i
'-30" CULVERT 0 0.3
i
NV. EL. = 36.00
EXTENDED BASE
OUTLET STRUCTURE DETAIL L06
N.T.S.
1. ALL SLOPES TO BE 3:1 MAX AND SODDED WITH CENTIPEDE GRASS OR EQUIVALENT.
PREPARED FOR:
Mungo Homes of North Carolina, Inc.
2521 Schieffelin Road, Suite #116
Apex, NC 27502
[phone]
SEAL
031315
1' S.
GRAPHIC SCALE
10 0 5 10 20
finch =loft.
GSP CONSULTING7PLLC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C-5*2
A.
F.':. t -- � i i It� • �! .fc -i . ...7 t.. . . ..r ... .. .. .. .., ._ .' .5.f .,4. ..i �. �' �! , .r,l *!

.. ._ L_ _1_. .. ..._ ..-I. 11_..0 1z.----.i'."'" . },•.. .. 11, - :.:..�A'�ftl1 '.]_L�4",mL__e _%Lu.LL iIL Stitt s"_C_L2_E_:11i5L'1.i:1 L":_
D,B. 5681-2733 ZONING: R-15
N/F- LAND USE: VACANT SAGEWOOD @ PLA ATION LANDING
WYONNE & BARBARA GREENE ZONING: R-15 L 4 PH E 2 DRAINAGE NOTES
\ 1 D.B. 5896 1652 LAND USE: RESIDENTIAJ 1. ALL IMPERVIOUS SURFACES TO DRAIN T PROPOSED STORM DRAIN SYSTE
N F j N/F INFILTRATION BASIN.
ANNIE REDDICK MCMILLIAN ETAL CHARLES & ASHLEY WHITLEY / J _27
x 0-- - - -_ - = T -� = 1896= =_�3 _ - - -_ = - RAIII SWALES TO BE LINED WITH C RASS OR EQUrVALENT.
- - - _ A1� =�� _�-= >x71 rx _�_ _ _-_R-__-_T �iP#MEA�A�T£Tt- f ---
x31,96� 40.91 _ f�= "� �VivI1VU^ R-%'�3.91- - - x _ 32= ~ I
~ _ 32.
- _ - - x316o LAND USEF-RESIBEN 1 �� �•) 83 =#1_ L 11SE:3RES�Q PES` T E 3:1 MAXIM M.
1 � - s -�r "��-x36�r--•- ELEV=39z5•- � � _„_ � `� _` _• "_ - - ��3� -�J^ � � .- - - - .�
N/F _---_�J�~ RM-_ _--- ___-- _-_ -_-- -_--
1 DANIEL LEE & DELPHINE RENA GREED ` �9 ` - �x x�38 - _ - --x 3�x39.24
} ; ; 1--- ' x39.61 - ` - - - 350,69& SF DRAINAGE AREA _ FNW cc,�Nw
D.B. 2716-691 / 1
IOU 14__~,_ �0-INFItTRAfi101f67�SITV � GRADING NOTES:
OTTO ZONING: R-15 - _ _- - x -----•---- -- -- 9.�--- ---- -� , 94
WIDTH LAND USE: RESIDENTIAL x40.68 " _ - -_ - � \ 1, ALL STORM INLETS WITHIN DISTUR ANCE AREA TO HAVE EITHER INLET PROTECTION OR
' \ 4 \\ x�91� - ` - - - -` - - - - INV=35.8- � x . 3 39�� `-' �� �-- I I 39.9t ,I A SILT SACK INSTALLED SEE DET ILS ON SHEET C-8.
!!! 50 VEGETAi1'Eb 30.86 I I PUMPING NOTES:
i
/ % M �Py.. / FILTER .
SPILLWAY I I 1 FN301. SEDIMENT LADEN PUMP OISCHARG 15 ONLY ALLOWED IF ITS DISCHARGED A OR BELOW 50 NTU'S
/ Fr w
::. 1 - � -- - - � � i 1 INV: 35.37 . I t
409fl - J x - - - - r RIM=39.50I I 1 WITHOUT EROSIVE VELOCITY AT THE POINT OF DISCHARGE, INFILTRATED ON T OUTSIDE ANY
f \i\\\\\\\\\\\\��� 1 '' x�- x ^ - - 9 - "3d°' I 1 WETLANDS WITH NO RUNOFF, OR Y USING PAMS WITH A LIQUID INJECTION SYSTEM DISCHARGING INTO
%///�///•//�1 i 1 / INV=35.88
0.3v14 I I I I I 9,69 ! A DIRT BAG PLACED ON A STABLE SURFACE. N F
Ij J x41.52 I I N/F /
I
I I
1 1 , x40,16 x39.47 ^ J 1 I I ! JESSICA KIRST x4� / DAVID & BEVERLY ANDERSON
1 1 I I \ D.B. 5831-1109 D.B. 5915-•2685
j x4p.34 f / ! f ZONING: R-15 ZONING: R-15
,.130'-12" HDPE IliII I#IiI
1 LAND USE: E: RESIDENTIAL
LAND USE: RESIDENTIAL
x40 77 x 991 x 39.22 F�-W 3.31
1x 39.77 00.30% 92 1 FNWQ6LD
117 18 1x3.,8 1� 2� 1 I
4121.jj i11 I SWALE CROSS SECTION DETAIL x4013 FFE 41.78
x403FFE 41.15
I i
3s.89 FES I I 1
x SSTORM MANHOLE 0I , BLD C
(OVERFLOW) . i I I
x39 e I FE5 I - ._. J
' x40.08 RIM: 40.51' INV: 37, 3' / /
3�34.65 38.99 , � � � � . - �
x 47.01 a.o3 11 0 T F BOX: 34.65 y / / 4
4122 41 r 4 4 ` D GRATE
/�TOQ PaE AL = �� r J x3998 Ji �3e.15 el� C
'1 l ' 1 1 x39.32 JUNCTION BNOR
! / x x45.55 x 42.37 } x 40.78 x 40 26 7 SS x $$ 14 S 39-
! x41.a1 /�
NOFF
FNW x41.55 \ 4 . 4039.�- 1 / ' V.
5 CE I T _
/ x42,30PF�VATW9.23 �" ' J / x 38.45 ijll � �� -�.. �(W - � w �"-
! Yx 1.79". - a .,4 / w x 37.20 x 36\78 \ �.-
' x 1.43.97 x113.94 \ w W 4p 8 -
x44,78 ! 1 /
x 45.41
'° x3g. F1 � . � \ �\� 35Q658 SF�I AGE AREA PLANTATION LANDING DR�E
x47.35 r i i mm � �� STORM MH N x LE TO INFILTRA�`ft ASIN
I 1 'x47Y7 ` I �so4 r.�.*+ �*� �� j - cn RIM- 5 RIM: 40.40' \ v -- '
\ \ x45 �+ //(OVVERFLOW) / °� / (�i0 PRIVATE ROW)
' O \ /I x41.52 x41.3z Pxj9A 24 I •• 40.15' 3+ '/�, INV: ' I 3 _SSk,s.z1) 1350.658 SF DRA AGE AREA 1 x42.24 { 0 BOTTOM 4-HOX: 35.27�
I x 42., 2 x 1.06 uj x 4C.4 - -`x 37.1.4-
TO INFILTRATI N BAST f x4374 } 1 x) 12 C B INLET-
x4 -
' x44,57 x39.39 0.62 RIM: 40,50' e
�
/ I \ li4 x 3i / / INV,7.� 37ZI39.51
Q 3 x44.44 i / r x40.52 40 9 � 27 1• ; QS /x38.31
x 43.81 41.6 f J! 1 v x .26
xa7.7, 0 .D1 \ 11 4 �j �/ ' !
x47,yQ 6.79 x46,05 x45.D4 1 x42. \ 1 4 x4R91 T /
r J // / 9.63' Ex } 8 x38.6a
1 I x 4569 } x a 36 1 x 40.35 40 x 39,:0 / KOO / x4 .4 N V: 37. 2 ' x s.z5
x .49 \ / 8 / 1
Ill f x .75 \\ x4 / 10 /40.91 // .10 -A /
Cq / � � U 37.46
V / _ x 38.38
I 1 2 3 4 \ N 5 7 / �$/ I x41.3] - 40 /� �0.60 5z' 98 J 1 t ` / / x38.13
x 43 \ ' x 41,92 / .,D 9 / n ! "`� .+� / x 38.25
x45.72 x�' 4v / / 380 38.11
x 46.94 x I .9 - } I - ! - + 1 41Ch x 40.63 / // // �5, , ' p FNB FNB N /F N /F
x,&,2 6.71 FFE= 5.77 FFE= 4,85i FFE= 4.21 1 x40.1� CURB I 1-1 / � / 1-1 ""95 3 x37� DAVID YOUKER I DAVID & KELLIE CURB
! x47.54� f ! x4.59 Ix43. / \ 41 - 1 � / ,"1 31 .3z 9 } Q.B. 5372-819 D.B. 4424-289
[ I 1 - / 7 / ZONING: R-15 ZONING: R-15
x 1 x41.55 IN 37 91' x 1 S� / J LANDUSE: RESIDENTIAL
I / / EX / � � � 3 x38.15 � LAND USE: RESIDENTIA
4°.�. - °5 ,.2, / �� 44 FF3>�41.45 � �
47.43 4 / x45 � 2.93 •,. / � ,/ � / � ` 3&20
x46.92 x46.17 { X33
INV: 2.24 1 x 5. I \ \\ x41. VERTE LE x4 �41 / x36.36 33 x \ 30 4e x 9 x r }
91 - - - TR ARING 17 ET / 3a6 1 00
� �.�.5. x� >- �E INLET
V. 3s.
I a 24 x 0Z4
CURB INLET CURB INLET CURB INLET
�,. UP�4 ON LANNNIG DRIVE , - _ x ' 4
r.95,,,,,y{rai7T x45.71 RIM.--xi+42 /
/ /
�v (50 PRIVATE SOW / 73
INV: 40.66' INV: 39.26' / INV: 39.76' s / / x39.470
82
x4 .47 3 -�� _� �- E .77---- 44•`� - qr� 4 . 4 - 4 / x 39. 40 I
SS- - 55 SS- SS- S -55- -Si_- ----SS S !`l SS - x .,2 x3s.5D 40� f ;
0
CURB INLET - - -N/F - - - - / x41.4 x4o / t
�� � lil
! x } x46.31 I 13K 44.9 x44.25 FUTgH CRffK / 40 '
\ ! I x47.36 1 { INV: 40, 1' PROP RTIES, LLC
D.B. ?561-363 / x42 7 / 5 2 0-45 39,28
S / qy
ZON�IG: B•'-1 ' / 4 ' x41' ,99 39. FF .31
J1 40�,y�
LAND UF: VACAN \
x 46.36 I I x 43.66 1 41 1.0
\ / / �[ x4513 1 FFE= 4. 1 FFE= t3.44 FFE= Q.98 1 10001,
/
42.53 \ / X 39.21
i / x 44.38 it 48 12.12 0- \ 46 45 / 44 ,O.BD 43 x 39.9 40 1
x 39.80
J x 41.17
r i x46.47 / x43,42 1 FFE- .65
Pr 1 350,658 SF DRAINAGE AREA
f TO INFILTRATION BASIN / i } 1 /
r x 45.44 39
SWALE SPECIFICATIONS
TYPE
AVERAGE
SIDE
BOTTOM
DITCH
SLOPE
SLOPE
WIDTH
TYPE
GRASS
0.30%
3:1
2-FEET
TRAPEZOIDAL
x 38.16
1 1 x 46.49 1 � 1 x x 44
1
x39.66 93; ,,/ x .16 } x3y.�a
1 i A9 2.65 x ,, x 38.86
x 4
x 46.3D '/
fi _
x41,54 2
I 1 I \ k
x 43.67 1 x 38 70
x46,25 x45-45 \ 350,658 SF DRAINAGE AREA 4098
} /� x44.94 1\ - \ TD INFILTRATION BASIN_x369 x38.so
� � \ 1 \\ x39.36 !
x
\ x 39.63
N /F x 45.76 \ \ 1 1 I \
\ \ JOHN F BARNHILL \ ZONING: B-1 x39.39
I j x46.o6/ x45.63 --45.os \ D.B. 4236-571 LAd�d9'USE: HARDWARE ST0�E40.9D x3§.D,
x d3.22 x 40.80 x 38.87
4 . x 4765 x 45.55 � x3g,19
34
/ x
35
FFE-41.52
36
xX57 "•`
38
298m
28 8,43
1
9!
27
"
.,3Li
x 4
*3807
5
9
9
x36.
6 FFE=39.93
�
8
26
I
#
9
x
x 38.38
A
25
I
_
/ 37.
7
x 3a.1s
3
x 38 09
nw. RE ■.. swunnow
38
x 38.90 x 38.47x3&14
9
N /F
RIDGEWOOD GA [3EN
., ZONING: R-15
HEALTH INVESWRS, LLC
LAND ,USE: -WANT
D.B. 51 M-1461114
x38.,D
x 38.56
L
`\
\
INV: 33.73'
\
a
37.7;
x NB 6
I x37.82
1
(r
\\
k 37,
37.21
D
FNB x FM F
/MATTOCKS
/�� i&3Y&LIE MAE
_A
/ 11 Q D.B. 5139-1456
/;1 11x37.67 ZONING: R-15
N,
\ /
11 AND USE: RESIDENTIAL
x38.27 / \
1111 k3i99�
x 38.25 1,A 1
x 38.49
1 1
�
11 11
\ x37,41 \
\
11 11 xX20
N
\ 21
\
11�
I
1
11 1 Ix 38.46
38.
1
37.96
`
x i° 1
Y
I
}
11
11
t
x 37.98 x 38)9
\ \ 1 1
x 38.51
x
1 x38.14
-
&7
FFE=40'.24/
l - ` `x A8 s
1
I
23
x 38.18
38.38
1 1
1 1
1 1
n
I
1� 1y1
11
1111
24
-_
- - - \
38.02
I 41
x 7. 37.8
x 37,
A 38.47
x 3808 1
I
x38.
6
I X
�x37,97
1{{ 1 }
1 38.04
``
0000000"",,_350,658 SF DRAINAGE AREP } I
3
��■
�
TO INFILTRATION BASIN4{12
� 11
x3&06 x38-22 xX19
30
x 3a.12
SEAL'
031315
�_%Ir�
GRAPHIC SCALE
0 15 30 60
Designer
GSP
Scale
1' _ '
Drawn By
Date
GSP
June 2018
License #
lob No.
P-0718
2018-0002
VILLAGES AT
PLANTATION LANDING
Wilmington New Hanover County North Carolina
DRAINAGE PLAN
PREPARED FOR:
Mungo Homes of North Carolina, Inc.
2521 Schieffelin Road, Suite #116
Apex, NC 27502
[phone]
GSP CONSULTING,PLLC
E N G I N E E R I N G
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C-53

GENERAL NOTES
li':-_L.. 11'IN U - _I i `i AT '1-. I,. j :. i_1_
1, LOCATION OF WHEELCHAIR RAMPS:
1. IN ACCORDANCE WITH THE RATIFIED HOUSE BILL 1296, ALL STREET CURBS IN NORTH CAROLINA BEING CONSTRUCTED OR RECONSTRUCTED FOR
MAINTENANCE PROCEDURES, TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF UTILITIES OR ALTERED FOR ANY REASON AFTER SEPTEMBER 1,
1973 SHALL PROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY HANDICAPPED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTERS AND
SIDEWALKS ARE PROVIDED AND AT OTHER MAJOR POINTS OF PEDESTRIAN FLOW.
2. WHEELCHAIR RAMPS SHOULD BE LOCATED AS INDICATED IN DETAIL DRAWINGS, HOWEVER EXISTING LIGHT POLES, FIRE HYDRANTS, DROP
INLETS, ETC. MAY AFFECT PLACEMENT.
11. CONSTRUCTION NOTES:
1. NO SLOPE SHALL EXCEED 1"=1" (12:1) ON THE RAMP OR SIDEWALK.
2. IN NO CASE SHALL THE WIDTH OF WHEELCHAIR RAMPS BE LESS THAN 40" (3'-4"). WIDTHS MAY EXCEED 40' IF NECESSARY.
3. USE CLASS "A" CONCRETE WITH THE SURFACE HAVING A ROUGH, NON-SKID TYPE FINISH.
4. 1/2'EXPANSION JOINT WILL BE REQUIRED WHERE THE CONCRETE WHEELCHAIR RAMP JOINS ANY RIGID PAVEMENT OR STRUCTURE.
5. CONSTRUCTION METHODS SHALL CONFORM WITH THOSE OF THE GOVERNING BODY WHICH HAS JURISDICTION OF THE PARTICULAR STREET.
III. ADDITIONAL NOTES:
1. THE INSIDE PEDESTRIAN CROSSWALK LINES SHALL BE ESTABLISHED BY BISECTING THE INTERSECTION RADII WHERE MARKED (SEE NOTE 6).
2. THE WHEELCHAIR RAMP SHALL BE LOCATED SO THAT THE BEGINNING OF THE WHEEL CHAIR RAMP WILL BE TWO FEET FROM THE INSIDE
PEDESTRIAN CROSSWALK LINE.
3. THE WIDTH OF THE PEDESTRIAN CROSSWALK SHALL BE 10 FEET UNLESS A GREATER WIDTH IS REQUIRED TO ACCOMMODATE THE PEDESTRIAN
TRAFFIC.
4. STOP BARS SHALL BE USED WHERE IT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH VEHICLES ARE REQUIRED TO STOP IN
COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN, OR OTHER LEGAL REQUIREMENTS.
5. PARKING SHALL BE ELIMINATED A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK.
6. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES,
PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION. THIS IS AVAILABLE FROM THE SUPERINTENDENT OF DOCUMENTS, U.S GOVERNMENT
PRINTING OFFICE, WASHINGTON, D.C. 20402,
GUIDELINES FOR WHEELCHAIR RAMPS
GROOVE JOINT (5' MAX, O.C.)
1 /8" RADIUS
ASPHALT RAMP Q.
�nr ci 1%nr I M ♦ ci nnr
s'
SIDEWALK
rAYLMCIV 1
SECTION A —A
WHEELCHAIR RAMP (DROP CURB)
WHEELCHAIR RAMP
N . T. S.
BOTTOM ANCHORE
'IT
NOTES:
1. DRIVE STEEI
LEAST 18' 1
2. WOOD POST
ACCEPTABLI
3600 P.S.I. CONCRETE EMERGENCY SF
f e -a. _4 a d .e e a v TO BE ABOVE
a - 4 o a a' a e'
a e a a d a
/ /
\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\
PERSPECTIVE VIEW
COMPACTED SUBGRADE
CONCRETE SIDEWALK DETAIL
t /8' RADIUS
GROOVE ,JOINT (5' MAX. O.C.)
3600 P,S I,
CONCRETE
.4 .a
f
4 d e a e
e e a 4
T /
\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\
\//\//\//\//\//
/XX /� co1PAc1ED
BGRADE
SIQEWALK ADJACENT TO GRASSED AREAAND P AN R
CONCRETE SIDEWALK
N.T.S.
QE,NERAL NOTES:
A GROOVE JOINT 1' DEEP WITH 1/8' RADII SHALL BE REQUIRED IN THE
CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2' EXPANSION JOINT WILL BE
REQUIRED AT 45' INTERVALS. A 1/2' EXPANSION JOINT WILL BE REQUIRED
WHERE THE SIDEWALK ABUTS ANY CURB It GUTTER AND ANY RIGID
STRUCTURES. IN SIDEWALKS & PLAZA AREAS EXPANSION JOINTS ARE REQUIRED
AT NO GREATER THAN 30' INTERVALS CONCRETE SHALL BE 3600 PSI. IN 28
DAYS,
is
COMPACTED
MODIFIED VALLEY GUTTER
N.T.S.
-1/2" S9.5B ASPHALT
" ABC STONE
GENERAL NOTES:
CONTRACTION JOINTS SHALL BE SPACED AT MAX. 10' INTERVALS, EXCEPT THAT A 15 FOOT
SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SATISFACTORY SUPPORT FOR THE
FACE FORM CAN BE OBTAINED WITHOUT THE USE OF TEMPLATES AT 10 FOOT INTERVALS. JOINT
SPACING MAY BE ALTERED BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING,
CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER
APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF
1-1/2' SHALL BE OBTAINED. ALL CONTRACTION JOINTS EXCEPT IN 8" X 6- MEDIAN CURB SHALL
BE FILLED WITH JOINT SEALER, EXPANSION JOINTS SHALL BE SPACED AT 96 INTERVALS AND
ADJACENT TO ALL RIGID OBJECTS.
JOINT
ROADWAY PAVING
4" CURB & GUTTER
TERMINATION DETAIL
STANDARD SIDEWALK DETAIL
NOT TO SCALE
TEMPORARY SEDIMENT TRAP NOTES:
N.T.S. 1, USE FOR DRAINAGE AREAS NOT EXCEEDING 5 (FIVE) ACRES.
2. EARTH BERM SHALL BE STABILIZED W/ SEEDING ACCORDING TO
MAINTENANCE: COUNTY SPECIFICATIONS.
1. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO
ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
2. CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1,5 FT. BELOW THE LOW POINT OF THE
EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE, ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
3. STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING.
1-1/2" SURFACE
COURSE, SF-9.5A
6" CRUSHED
AGGREGATE
BASE COURSE
SUBGRADE
ASPHALT DETAIL FOR PRIVATE STREETS
PAVEMENT DETAIL
NOT TO SCALE
1/2" FIBER EXPANSION
JOINT WITH SEALANT
" CONCRETE WALK
DRAINAGE FILL OR
UNDISTURBED SOIL
SEE SOILS REPORT
y,OTE
PROVIDE CONSTRUCTION JOINTS AT 25' O.C. MAX.
IN EITHER DIRECTION WITH SQUARE FOOTAGE LESS
THAN 400 S.F. AND AT CURVES, TANGENTS, AND
CORNERS (UNLESS NOTED OTHERWISE).
CONSTRUCTION JOINT
NOT TO SCALE
SUPPORT ROPE TO WIRE
TO PREVENT SAGGING
SUPPORT POST,
24" INTO BOTTOM
COIR MESH OR SIMILAR,
STAPLED OR TRENCHED
INTO BOTTOM OR SIDE
STAKE TO
CROSS—SECTION OF POROUS BAFFLES
N.T.S. „
Designer
Gs�
Scale
NO SCALE
Drawn By
Date
GSP
June 2018
License #
Job No.
P-0718
2018-0002
VILLAGES AT
PLANTATION LANDING
Wilmington New Hanover County North Carolina
STANDARD DETAILS
PREPARED FOR:
Mungo Homes of North Carolina, Inc.
2521 Schieffelin Road, Suite #116
Apex, NC 27502
[phone]
P CONS
NG,PLL
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C=6

A
SEE PLAN F
ORIENTATION
iG
PRECAST
OR
BRICK MASONRY
FLOW
3000 PSI CONC.
8" ABC STONE
CASTING
NOTE: USE STANDARD 2' DIA.
MANHOLE FRAME AND COVER.
H-20 LOAF} RATED.
P LAN
w 1lA4iCC ..w
SECTION
JUNCTION BOX DETAIL
NTS
8' SECTION 12" RCP
SAWCUT IN HALF
NCDOT
EROSION CONTROL
STONE
30'
� 50' �
i W W i i i i
1 X' SLBPE i i A
i W i
i W i i i i i W
i W i i i i i
i ♦' i i i i i
i i i W i i i
i i i i i i i
VEGETATED FILTER TO BE
BERMUDA SOD BOTTOM AND
SIDE SLOPES OF EXIST. DITCH
- STONE SHALL NOT
BLOCK OR
PIPE FLOW IMPEDE
�-`L '. 5
0,
y
44
SECTION A - A \_ MIRAF, 60OX FILTER FABRIC
OR APPROVED EQUAL UNDER
18" THICK CLASS 1 RIP -RAP
NOTE: FLTER FAWNC AND STONE SHALL BE TOED UNDER FLARED END SECTION
SPECIAL ENERGY DISSIPATOR
WITH VEGETATED FILTER DETAIL
NTS
30' DNA, OUTLET
W. OUT-36.0
NOTE
1. BASBI, FRAME AND GRATE MAY
VARY IN NONESSENTIAL DIMENSIONS.
4' X 4' PRECAST CONC. BASRN
W/ KNOCKOUT PANELS
ALL 4 SIDES
•• tMINUM BAR TACKWELDED
:H WAY BOLTED TO TOP
ATTACH SCREEN
GALV. LAG & WEI
ANCHORS, 6 REC
1/2' OPNG. GAU
ALUMINUM EXPAN
METAL SCREEN
2'WX.75'H
RECTANGULAR OF
W. - 36.0
157 WA,
ELEV. SEE PLAN
I1�1Il��ll
IN
001
PLAN
SECTION ELEVATION
COUNTY POND OUTLET STRUCTURE
N.T.S.
TOP 3&66
INLET 35.0
BOTTOM 34.0
IID
24" RCP
INV. IN=37
2' DIA. MANHOLE
HEAVY DUTY LOAD
RATED. TOP=40.5
6" BAFFLE WALL
ELEV.=38.9
12" RCP BYPASS
TO COUNTY POND
INV. OUT=36,39
BAFFLE WALL TO BE 6" SOLID BLOCK
OR POURED IN PLACE CONCRETE
18" RCP TO INFILTRATION
BASIN. INV. OUT=37.09
18" RCP TO INFILTRATION
BASIN. INV OUT-37.09
PRECAST CONCRETE
TOP. H-20 LOAD
RATED.
4'X6'Box
- 18" RCP
12" RCP
24" RCP 18' RCP
SEDIMENT TRAP
PRE-TREATMENT DEVIC z 8-
BOTTOM=34.6
.k
o°o„o„°„o„o„o„o„o„o„o„o„o„o„o„°°°
"-- B" 157 STONE OVER
MARIFI 60OX FABRIC
SPECIAL JUNCTION BOX 1 FOOT SQUARE
4' X 4' PRECAST CONC. BASIN
W/ KNOCKOUT PANELS
ALL 4 SIDES
SOUARE ALUMINUM BAR TACKWELDED
AT 6' O.C. EACH WAY BOLTED TO TOP
OF BASIN
18"D CLASS I
RIP -RAP ON TOP
OF FILTER FABRIC.
BOTTOM OF -
INFILTRATION BASIN-37.0
i���l•��I
I■NIMWA■■��I
PLAN
. 38.
INV. OUT-35.37
1/2' OPNG. GALV. OR ALUMINUM EXPANDED
METAL SCREEN ATTACHED WITH GALV. LAG dt
WEDGE ANCHORS.
30" RC
�1
4 X 4 PRECAST BOX - 30" FES WITH CLASS I�
TOP ELEV.-38.50 RIP --RAP ENERGY DISSIPATOR
INV. OUT-35.37 15'W X 251 X 18"D
INV. OUT-35.0
NCDENR INFILTRATION BASIN SPILLWAY TO COUNTY POND
NTS
COUNTY POND
BOTTOM-35.0
PT 2x10 � "
8.86
Ix8 WALER
INFILTRATION POND
BOTTOM-37.0
SHEET PILING - 8A'
IEGUARD 150 OR ECUAL
VINYL SHEETPILE WALL SYSTEM
WITHIN INFILTRATION BASIN
N
go
v
PT 2x8
PT
WITH OVERSIZED FENDER WASHERS
VINYL SHEETPILE WALL PLAN
NTS
171.92'
4
37.0 0.0
157.51 '
INFILTRATION BASIN DIMENSIONS
SCALE: 1 "=50'
GALV. 5/100" BOLT
NOTES:
1. CONSTRUCTION LAYOUT SHALL BE BY THE CONTRACTOR FROM BENCH
MARKS AND BASE LINES ESTABLISHED BY THE CONTRACTOR.
STRUCTURAL TIMBER/MNYL SHEETPILE:
I. DRIVE AND/OR JET SHEET PILES TO MIN. PENETRATION AS SHOWN
ON PLANS.
2. BULKHEAD LUMBER
GRADE
AWPA STD. AND
CCA
TREATMENT
WALER
MARINE NO.1
S-DRY 19
(2 TOI9")
C3/C18 C25
2.5 LBS/CF NET
WALLCAP
NO, 1
S-DRY 19
0.6 LBS/CF NET
SHEETING
(VINYL)
NORTHSTAR SERIES 1900, SHOREGUARD SERIES 150 .
C-LOC 4500 OR APPROVED EQUAL
4. ALL HARDWARE AND NAILS SHALL BE HOT DIP GALVANIZED UNLESS
NOTED OTHERWISE, USE CUT WASHERS UNDER ALL BOLT HEADS AND
NUTS. NAIL SIZES AND NUMBER ARE NOT SHOWN. USE ACCORDING
TO GOOD CARPENTRY PRACTICE. USE COMMON NAILS ONLY.
5. HOT DIP GALVANIZED AFTER FABRICATION ALL EXPOSED ANGLES,
PLATES, ETC. (ASTM A153).
6. USE DOUBLE HOT DIP ZINC COATED NAILS FOR PRESSURE TREATED
LUMBER "PTL" NAILS BY MAZE NAIL CO.
7. PROVIDE TREATMENT CERTIFICATES ON ALL LUMBER BY AN
INDEPENDENT 3RD PART INSPECTOR AWP8 OR SPIB APPROVED AND
SUBJECT TO APPROVAL BY ENGINEER.
SEAL `
031315
spy S. PP
Designer
GSP
Scale
NO SCALE
Drawn By
Date
GSP
June 2018
License #
Job No.
P-0718
2018-0002
VILLAGES AT
PLANTATION LANDING
Wilmington New Hanover County North Carolina
NCDEQ STORM WATER DETAILS
PREPARED FOR:
Mungo Homes of North Carolina, Inc.
2521 Schieffelin Road, Suite #116
Apex, NC 27502
GSP CONSULTING,PLLC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C-9

VICINITY MAP
oa C.
J� 1
Gr
� Z
°a
t
Site oo,
Hwy. 1--140 ho
.o New
F
ores
/>
�r
r0
Op
VICINITY MAP
(NTS)
LEGEND
DESCRIPTION EXISTING
1' CONTOUR INTERVAL
5' CONTOUR INTERVAL --------------
PROPERTY LINE ---------
ROADWAY CENTERLINE ------
RIGHT OF WAY LIMITS —"'—"'—"'—"'—".....--
EASEMENT LINE
CURB & GUTTER
SANITARY SEWER FACILITIES --�-�-��-�---
STORM SEWER FACILITIES ------ =------
WATERLINE ---•---------•---•---'
FIRE HYDRANT ASSEMBLY 4-- +
WATERWAYS ---------------
PROPOSED
X
PROPOSED LOT AND S.F. 5,000 s.f.
OPEN SPACE LABEL QA
OPEN SPACE
BUILDING SET BACKS ---•-•-- _-•-----•----... - ...... ......
PRIVATE SANITARY SET BACKS ....... -...... - ...... ........ - ....... ......
PROPOSED
N/A
STREET SIGN
404 WETLANDS
FLOW DIRECTION
SITE DEVELOPMENT PLAN
WILMINGTON, NORTH CAROLINA
JANUARY 2020
E
200\.
DEVELOPERIOWNER
CLAYTON PROPERTIES GROUP, INC
211 RACINE DRIVE, SUITE 101
WILMINGTON, NC 28403
910-409-0211
PREPARED
BY:
GSP CONSULTING,PLLC
ENGINEERING
6626 Gordon Road, Unit C, Wilmington, North Carolina 28411 tel: [phone] fax: [phone] License # P-0718
INDEXUFSHEEIS
SHT
C-0
COVER SHEET
SHT
C-1
GENERAL NOTES
SHT
C-2.I
EXISTING CONDITIONS PLAN
SHT
C-3
SITE PLAN
SHT
C-4.1
UTILITY PLAN
SHT
C-5.1
GRADING & E&SC PLAN
SHT
C-5.2
INFILTRATION & SWALE DETAILS
SHT
C-5.3
DRAINAGE PLAN
SHT
C-5.4
BUA PLAN
SHT
C-6
STANDARD DETAILS
SHT
C-7
STANDARD DETAILS
SHT
C-8
STANDARD DETAILS
SHT
C-9
STANDARD DETAILS
SITE DATA TABLE
GENERAL NOTES:
1, NEW HANOVER COUNTY PARCEL NO.:
PIN: 326012,95.3441
2. TRACT AREA: 344.881 SF = 7.92 ±AC.
3. ZONING DISTRICT: (CZD) R-7
4. COMPREHENSIVE PLAN CLASSIFICATION: COMMUNITY MIXED USE
DEVELOPMENT DATA:
TOTAL TRACT AREA-344,881 SF = 7.92 ±AC.
PERFORMANCE RESIDENTIAL DENSITY -
7.92 AC. 0 6.0 UNITS/AC. (R-7 DENSITY) _
TOTAL UNITS PERMITTED - 48
*' 48 UNITS PROPOSED ••
NEW IMPERVIOUS SURFACES -
BUILDINGS - 87,530 S.F.
STREETS - 28,153 S.F.
CONCRETE - 11,179 S.F.
DRIVEWAYS - 27,205 S.F.
FUTURE - 25,731 S.F.
EXISTING BUA - 20.229 S.F.
TOTAL - 200,027 S.F. (58.0%)
R� 4 eL Y°v 1pfr{
s�P s`S 'Za
DEAA`2_sC/j
ECEI,
81+:
i
SEAL
e
031315
0 ooa° 00
S.
Crq �oeoaoaeo °Q�c. ®®
g
NOTE:
ALL DESIGN AND CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE
NEW HANOVER COUNTY ZONING ORDINANCE & THE STATE OF NORTH
CAROLINA
PROJECT NAME: VILLAGES AT PLANTATION LANDING
GSP CONSULTING PROJECT #: 2018-0002
Fs[

COORDINATION NOTES
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE
PLANS.
2. ALL WORK 1S TO BE IN ACCORDANCE WITH NEW HANOVER COUNTY, THE CAPE FEAR PUBLIC UTILITY
AUTHORITY (CFPUA) AND THE STATE OF NORTH CAROLINA.
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO BE USED
WITH THE PROJECT. IN ADDITION, THE CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN
IN ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS. CONTRACTOR SHALL EMPLOY
A PROFESSIONAL SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S).
4. ANYTIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO
NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY
GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT.
GENERAL NOTES:
I. EXISTING TOPOGRAPHY, BOUNDARY AND UTILITIES, HAVE BEEN PREPARED BY FIELD SURVEY BY
ATLANTIC COAST SURVEY, PLLC. AND OTHER AVAILABLE INFORMATION.
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
ON THE PLANS, THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL
CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE
UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING
OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY
LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY
SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE
CABLES, WATER LINES, ETC...
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT
OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE
OCCUPATIONAL SAFETY AND HEALTH ACT.
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO
THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES
DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS
OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE
THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK,
CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND
MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"
BY THE DOT.
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE.
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF
ONE YEAR AFTER THE OWNER ACCEPTS THE WORK.
7. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL CENTER AT 1 [phone] AND ALLOW
THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
8. CONTRACTOR SHALL REMOVE ASPHALT, AGGREGATE BASE COURSE, AND CONCRETE CURB & GUTTER WITHIN
LIMITS OF DEMOLITION AS SHOWN ON PLAN.
DEMOLITION NOTES
1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE
EXISTING SERVICE CONNECTIONS WHEN NECESSARY
2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION
REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL BE
PERFORMED BY THE CONTRACTOR AND WILL BE UNCLASSIFIED EXCAVATION.
3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE
DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, AND
STRUCTURES; ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND
STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE SOILS ENGINEER FOR THE
INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND
AS SHOWN ON THESE PLANS.
4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES
ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE
CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO
OWNER.
5. ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT SERVICE
OFF -SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE
CONTRACTOR.
6. EXISTING UTILITIES NOT INTENDED FOR DEMOLITION
SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION
7, ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL
INCLUDE REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL.
8. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVER HEAD AND UNDERGROUND UTILITIES
INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH THE SITE WITH THE
RESPECTIVE COMPANIES.
9. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BE
DEMOLISHED.
10, ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL
REGULATIONS AS WELL AS OSHA REGULATIONS.
11. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS, BUT THE
THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATIONS OF THE MAINS BY DIGGING
TEST PITS BY HAND.
EROSION AND SEDIMENT CONTROL NOTES
GENERAL NOTES:
1. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC. FROM THE AREA
WITHIN DESIGNATED CLEARING LIMITS.
2. PLANT GRASS OVER ALL GRADED AREAS AS SHOWN IN THE TABLE ON THIS SHEET OF CEASE OF
ANY GRADING ACTIVITY.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE-- CONSTRUCTION
CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE
DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES
4. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, CONTRACTOR SHALL CONTINUE TO
MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION
AND APPROVAL BY NEW HANOVER COUNTY,
5. WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL
APPROVAL BY NEW HANOVER COUNTY.
6. ANY BORROW MATERIAL BROUGHT ONTO SITE MUST BE FROM A LEGALLY OPERATED MINE OR
OTHER APPROVED SOURCE.
7. ANY EXCESS MATERIAL REMOVED FROM SITE MUST BE HAULED TO A LEGALLY OPERATED MINE OR
OTHER APPROVED SOURCE.
Revision
.��.
Designer
GSP
Scale
Drawn By
Date
GSP
Jonuory 2020
License #
Job No.
P-0718
2018-0002
MAINTENANCE PLAN
ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF --PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN
ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL.
ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY
TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH.
THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING
THE SITE, IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED WASHED OR TRACKED
ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS.
SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION,
BLOCK AND GRAVEL INLET PROTECTION, ROCK DOUGHNUT INLET PROTECTION AND ROCK
PIPE INLET PROTECTION WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED
WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO
LONGER DRAINS AS DESIGNED. DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE
CLOTH TO ALLOW PROPER DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND
AFTER EVERY RAIN EVENT. SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS,
DANDY SACKS AND SOCKS ONCE A WEEK AND AFTER EVERY RAIN EVENT,
DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR
OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED.
SWALES MUST BE TEMPORARILY STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY
PHASE OF ACTIVITY ASSOCIATED WITH A SWALE.
SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF
FILLED. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
STAKES MUST BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA
STRENGTH FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN
STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE
DESIGNED AT LOW POINTS IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED OR
REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED OR IS
DAMAGED.
SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED STORAGE
CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. THE ROCK WILL BE CLEANED OR
REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS OR WHEN THE ROCK IS
DISLODGED, BAFFLES WILL BE REPAIRED OR REPLACED IF THEY COLLAPSE, TEAR,
DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY, SEDIMENT WILL
BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE.
SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN STORAGE
CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED
WHEN THE SEDIMENT POOL NO LONGER DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES
WILL BE REPAIRED OR REPLACED IF THEY COLLAPSE, TEAR, DECOMPOSE OR BECOME
INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY, SEDIMENT WILL BE REMOVED FROM
BAFFLES WHEN DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING
SKIMMERS WILL BE INSPECTED WEEKLY AND WILL BE KEPT CLEAN.
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDAR DAYS. ALL
OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS.
FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE PUMPS, TANKS, HOSES
AND INJECTION SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY.
STABILIZATION NOTES
1. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS OF CEASE OF ANY
PHASE OF ACTIVITY AND SLOPES WITHIN 21 CALENDAR DAYS.
PERMANENT SEEDING SCHEDULE - MIXTURE 5CP
SPECIES RATE (LB/ACRE)
CENTIPEDE GRASS 10-20
Seeding Dates
MARCH -- JUNE
Soil Amendments
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE
10-10-10 FERTILIZER.
Mulch
DO NOT MULCH.
Maintenance
FERTILIZE VERY SPARINGLY LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS.
CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER.
TEMPORARY SEEDING ---LATE WINTER/EARLY SPRING
WINTER AND EARLY SPRING
P I RATE (LB/ACRE)
Rye (GRAIN) 120
"ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50
AND COASTAL PLAIN, KOREAN IN MOUNTAINS)
'OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE.
SUMMER
SPECIES
GERMAN MILLET
FALL
SPECIES
RYE (GRAIN)
Seeding dates
RATE(LB/ACRE)
40
RATE (LB/ACRE)
120
COASTAL PLAIN - DEC.1-APR. 15 - LATE WINTER AND EARLY SPRING
APRIL 15 - AUG. 15 - SUMMER
AUG. 15 - DEC. 30 - FALL
Soil amendments
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
Mulch
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A
MULCH ANCHORING TOOL, A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS
A MULCH ANCHORING TOOL.
Maintenance
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
VILLAGES AT
Wilmington PLANTATION Lanover County
GENERAL GRADING NOTES
1. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
ON THE PLANS. THE EXACT LOCATION OF SUCH UTILITIES IS NOT KNOWN IN ALL CASES,
THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF THE DITCHING OPERATION BY
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE
UTILITY COMPANIES IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF THE TRENCHING
OPERATIONS SO AS TO AVOID AND PREVENT DAMAGE TO THE EXISTING UTILITIES.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST RESULTING FROM ANY DAMAGE TO THE
EXISTING UTILITY LINES INCLUDING BUT NOT LIMITED TO REPAIRS AND LOSS SERVICE REVENUE.
CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS
POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC...
2. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE
DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED
UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT.
3. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE
TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN
AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS,
FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS
NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE
CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES" BY THE NCOOT.
4. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK,
SUCH AS TREES, VEGETATION, FENCING, ETC... SHALL BECOME THE PROPERTY OF THE
CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE OR BURNED IF PROPER PERMITS
ARE RECEIVED.
SITE NOTES
1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED
TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN
HEREON BEFORE BEGINNING CONSTRUCTION.
2. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES
AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.
3, CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC
SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
4. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN
UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
5. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION
OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
7, THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS"
BROOM CLEAN AT ALL TIMES.
8, CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE
EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE
GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE
TRANSMITTAL LETTER TO THE ENGINEER.
9. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE
CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE
GIVEN TO THE OWNER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL
BE MADE WITHOUT THE PERMISSION OF THE OWNER.
10. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE
LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE
SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO
EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR
FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO
REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL"
TOLL FREE 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE
CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES.
11. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION
12. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND
APPLICABLE STATE, COUNTY, AND LOCAL CODES.
13. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS.
14. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE
OF CURB UNLESS OTHERWISE NOTED.
15, THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
EQUIPMENT, ETC., THAT MAY BE REQUIRED.
16. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
GENERAL STORM SEWER NOTES
1. ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NEW HANOVER
COUNTY AND THE STATE OF NORTH CAROLINA REQUIREMENTS AS SPECIFIED ON
THE DRAWINGS AND IN THE PROJECT SPECIFICATIONS.
2, BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON THE DRAWINGS,
PROJECT SPECIFICATIONS, AND MANUFACTURER SPECIFICATIONS.
3, ALL STORM SEWER PIPES TO BE HDP£ ADS N-12 OR EQUIVALENT, UNLESS OTHERWISE
SPECIFIED.
4. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE REINFORCED
CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON
PLANS.
EXISTING UTILITY NOTES
1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL
LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE
FIELD PRIOR TO GROUND BREAKING.
2. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE
GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD
DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD CONDITIONS PRIOR
TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED
TO THE OWNER'S REPRESENTATIVE IMMEDIATELY,
UTILITY CONTACTS:
1. CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING AND DIGGING.
1-800-632-4949
NOTICE REQUIRED_
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED BY CONTRACTOR
PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES
IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE
THAN TEN WORKING DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION.
CONTACT "CAROLINA ONE CALL" AT
1-800-632-4949
EMERGENCY DIAL 911 POLICE - FIRE - RESCUE
GENERAL NOTES
1. GROUND STABILIZATION
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER
DIKES, SWALES,
7 DAYS
NONE
DITCHES AND
SLOPES
HIGH QUALITY
WATER (HOW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND ARE
THAN 3:1
NOT STEEPER THAN 2:1,
14 DAYS ARE ALLOWED.
SLOPES 3:1 OR
7-DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN
50 FEET IN LENGTH
ALL OTHER AREAS
NONE (EXCEPT FOR
WITH SLOPES
14 DAYS
PERIMETERS AND HOW
FLATTER THAN 4:1
ZONES)
2. BUILDING WASTES HANDLING
1. NO PAINT OR LIQUID WASTES IN STREAM OR STORM DRAINS.
2. DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION AND OTHER WASTES MUST BE
LOCATED 50' FROM STORM DRAINS AND STREAMS UNLESS NO REASONABLE
ALTERNATIVES AVAILABLE.
3, EARTHEN -MATERIALS STOCKPILES MUST BE LOCATED 50' FROM STORM
DRAINS AND STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE.
4, CONCRETE MATERIALS MUST BE CONTROU.ED TO AVOID CONTACT WITH SURFACE
WATERS, WETLANDS, OR BUFFERS.
3. INSPECTIONS
1. SAME WEEKLY INSPECTION REQUIREMENTS,
2. SAME RAIN GAUGE & INSPECTIONS AFTER 0.5" RAW EVENT.
3. INSPECTIONS ARE ONLY REQUIRED DURING "NORMAL BUSINESS HOURS".
4. INSPECTION REPORTS MUST BE AVAILABLE ONSITE DURING BUSINESS HOURS UNLESS
A SITE-SPECIFC EXEMPTION IS APPROVED.
5. RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON REQUEST,
6. ELECTRONICALLY AVAILABLE RECORDS MAY BE SUBSTITUTED UNDER CERTAIN
CONDITIONS.
4. SEDIMENT BASINS
1. OUTLET STRUCTURES MUST WITHDRAW FROM BASIN SURFACE UNLESS DRAINAGE
AREA IS LESS THAN 1ACRE.
2, USE ONLY DWQ-APPROVED FLOCCULENTS.
NPDES - SPECIFIC PLAN SHEETS NOTES
1. THIS PAGE IS SUBMITTED TO COMPLY WITH NPDES GENERAL STORMWATER PERMIT
NCGO10000.
2, THIS PAGE CAN 8E APPROVED BY THE COUNTY PURSUANT TO NPDES GENERAL
STORMWATER PERMIT NCG010000 ONLY.
3. THIS PAGE OF THE APPROVED PLANSIS ENFORCEABLE EXCLUSIVELY PURSUANT TO
NPDES GENERAL STORMWA'I'ER.PERMIT NCGO10000,
4, THE COUNTY IS NOT AUTHORIZED TO ENFORCE THIS PAGE OF THE PLANS AND IT IS
NOT A PART OF THE APPROVED PLANS FOR THE PURPOSES OF ENFORCEMENT ACTION
UNDER THE COUNTY CODE.
PREPARED FOR:
Clayton Properties Group, Inc
211 Racine Drive, Suite 101
Wilmington, NC 28403
BY: F
GSP CONSULTING,PLLC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No,
C.1
r _T-

N/F D.B. 5681-2733 ZONING: R-15 I
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D.B. 5896-1652 LAND USE: RESIDENTIAL] PPHE 2
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\ 1 INV 8" PVC (E): 4-&41' 1 i INV: 40, 1' PROP RTIES, LLC / / SSMH 1 x3B39
D.B. 561-363 x42.57 RIM: 42.76' x39.28
\ � / / 1 ZONVG: B-1 1/ x42.°f f\ INV 8" PVC (W): 3399479 x38.43
x 4,.29 f
\ 1 / >, LAND U�E: VACANT j , INV 8 PVC (E): 3� I
J f { x 3B.35
x 46.36 x 45.23 I x 43.65
j
1 /x 46,94 I � I x 38.52
1 I I i f x 42.53 / x 39.21 r x 38.31
111
x44,38 x42.12 x 39. 4 r \ \ / f , I
x 40.80
x3B,16 T x 41.17 ' x 39.80 f
I O x 46.41 / y 1 ,
I x43.42
1 f ' x4544
1 \ x 39.66 x 39.93 _ *�� x 38.44 -.Am
f I I 1 ' x 4a,49 x a2.65 x42.16 x3V14
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x 3$.30 x 30,34
x 38.43
x 3815
x 38.71
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\ \
65.90' x
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x r
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/ o / A31(.3B 1 &#JJ LIE MAE MATTOCKS
/ 111113�Q D,B. 5139-1456
W"
ZONING: R-15
AND USE: RESIDENTIAL
x 38.22 \
♦ x38,49
x 37.41 \ \
1 x737.96
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i x 37,98 x/
l /
x 38.38
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x37.97 38.02
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47,53 x 47.85 x g5.55
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IIJ
�I3
N T
co I .tea O
CO
1
�I a�
2
I O
Revision
Designer
GSP
Scale
1" _ 3 '
Drawn By
Date
GSP
January 2020
License #
TjobNoP-0712018-0002
VILLAGES AT
PLANTATION LANDING
Wilmington New Hanover County North Carolina
x 39.19
CURVE TABLE
CURVEJ
RADIUS
JARC LENGTH
DELTA ANGLE
I TANGENT
CHORD BEARING
CHORD LENGTH
C1
1.25128'
2 62' 1
11'06'03"
1 121.79'
1 N 51004'34" E
1 242.44'
EXISTING CONDITIONS PLAN
N 49 50 27 W 479,42
RIDGEWOOD GA DEN \ -, ZONING: R-15
HEALTH INVESTORS, LLC LAND USE: xVACANT
D.B. 51M-146"I" x38-36 x38.22
f
x 38.56
PREPARED FOR:
Clayton Properties Group, Inc
211 Racine Drive, Suite 101
Wilmington, NC 28403
x 3a.19
1,R1 x3Y.99~ r
x 38.25 1 1 1 1
is
1111 N x 3820
11 Nx 38.,8
x 38.92
JECEIVE
x 38.28
is
r ti�
30
x 1&20 x
x 38.12
x 38.26
GRAPHIC SCALE w
0 15 30 _E 60
1 inch = 30 ft. I
GSP CONSULTINGPLLC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C-2*1
11�
.47}h 1�

1
1
1
1
i
N/F
WYONNE & BARBARA GREENE ZONING: R-15
D.B. 5896-1652 LAND USE: RESIDENTIAL
— — J---- ----
NOTES: IN/F
UNITS 10, 11, 14, 15, 18, 19, 34, 35, 36, 37, 44, LORENZO & LEA BARTOLOME MARTINEZI D.B. 56$1-2733 ZONING: R-15
45, 46 & 47 TO BE 22. WIDE. ALL OTHER UNITS
TO BE 26' WIDE. LAND USE: VACANT SAGEWOOd PL/ffION LANDING
(
N/F
DANIEL LEE & DELPHINE RENA GREEN
'W D.B. 2716-691
ZONING: R-15
LAND USE: RESIDENTIAL
1 PLA TATION LANDING DRIVE
EXISTIN PRIVATE ROW X—SECTION
,W
PH
E 2
N/F N/F
I
ANNIE REdDICK MCMILLIAN ETAL CHARLES & ASHLEY WHITLEY �
N/F
D.B. 1084-284 D.B. 5841-1896
ZONING: R-15 ZONING: R-15 / GERALD & PAMELA LATTER ZONING: R-15
'ACANT LAND USE: P«In; "'T'"'" D.B. 5034-1456 LAND USE: RESIDENTIAL_- J
S 49'43 29 E 286.73 — S 49 58 38, E 161.06 STORM DRAINAGE 22' BOC-
BOC
STORM RA17 - - � EASEMENT
ral g w w n •
REVERSEASEM T VALLEY
1.5" SURFiICE
25 ALTERNATIVE SETBACK & BUFFER 1/8"/FT. MIN COURSE
12' VA
LLEY
- - - - - - - - - - - - - - - - ---- - - - - - - - - - - - - - - --- -� CURB
�35' SETBACK
--___--- - - - - - - - - - - - - - 6" ABC
12„
STORM DRAINAGE PRIVATE DRIVEWAY 2
EASEMENT W VALLEY C&G
Is N
36 I1. - /F
N/F JESSICA KIRST
I DAVID & BEVERLY ANDERSON
I I m I �`, c,�
>,, D.B. 5831-1109 D.B. 5915-2685
I €XISTING I tn m ZONING: R-15
I INFILTRATION I I LAND ZONING: R-15 LAND USE: RESIDENTIAL
I o 22, BASIN I USE: RESIDENTIAL
o
1 13 I 14 I 15 16 m I I 17 18 I 19 20
N i ! F I co
I FE-41.78 FFE 41,15 I 1- I
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0
ti
f I .
1 h tuKfi -- - - - - - - - - - - - - - - - - - - - cam, -= `�4TARl -D1 41N+1$E - I �---
MUNGO DRIVE
'�
PRIVATE
ROW X-SECTION
m a4'
'
=
N. T.5
M N
'
S 49'49'42" E 254.60'
m
f�
'
f
---------- —
'
20' BUFFER
25'
O
Lo
____ __.._. �. — —
— --- - —
'!ffU.
�
35' SETBACK ------_._..........--------
--
12
-----------------
26 26
26 26 26 26 26 26
11
fi:4 11
�
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,
10
2
3 4 0 5 fi j 7 8
�
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I �
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1 I I I
FFE= 6,71
FFE= 5.77 FFE= 4.85 FFE= 4.21
9
6T
r-.n.
5 SIDEWALK
L L L L
1
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j N
cD! I iti
r,jfl gar
cp�J V)
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i
VE LOW PARKING 5`CRO5 AID► LK
�� Z
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' 30' UTILITY i
EASEMENT / .101
--
I STABILIZED-
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CIA
la— .01
1 1
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32 1
31
F1.45
p 33 30
'' T � ♦ �
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(50' PRIVATE ROW)—
5 SIDEWALK
- - - - - - - - -- - - - - - - - - - r4 1-11N/F - .- r
_---.__......._.--_,.---_.-----------------..._.-----Ft9 -I�REEK- ._ I _- -- -- _'
] PROPERTIES, LLC
to D.B. 2561-363
ZONING: B-1
LAND USE: VACAN
I I
I FFE= 4.01 FFE= 3.44 FFE= Q.98
I. I
48 47 46 45 44 43
FUTURE DEVELOPMENT I
34,308 SF = 0.79 AC, t I
29 26 22 1 0 22 26 \
I
Im Revision
Designer
GSP
Scale
i" _ '
Drawn By
Date
GSP
ionuary 2020
License #
lob No.
P-0718
2018-0002
N 49'50'27" W 501.91'
�I
25' ALTERNATIVE SETBACK & BUFFER
N/F
JOHN F BARNHILL ZONING: B-1
D.B. 4236-571 LAND USE: HARDWARE STORE
VILLAGES AT
PLANTATION LANDING
WilminQlon New Hanover County North Carolina
42 \
FF .31
41
10000
40 /
FIFE -e65
39
34
35
FIFE .52
36
\ 37
30' UTILITY
\ EASEMENT
38
ro0
STABILIZED--L------
'OVERFLOW PARKING
--------------------------------
CURVE TABLE
CURVE
RADIUS
IARC LENGTH
DELTA ANGLE
I TANGENT I
CHORD BEARING
CHORD LENGTH
C1
1,253.28'
242.82'
1 11'06'03"
1 121.79' 1
N 51'04'34" E
1 242.44'
SITE PLAN
29
— PLANTATION LANDING DR E --
(50' PRIVATE ROW)
/ 7 ! 47'26�E 74.99' � (TIE)
� I I
' � I
/ ' I
\ I I
\ I m I o N/F N/F
DAVID YOUKER D
\
5' SIDEWALK
\
1 �
— 1
50
28 I
27 I
I
FFE=39.93
26 I
25
I
II I
�8' I
N
I
N 49'50'27" W 479.42'
RIDGEWOOD GARDEN ZONING: R-15
HEALTH INVESTORS, LLC LAND USE: VACANT
D.B. 5139-1461
PREPARED FOR:
Clayton Properties Group, Inc
211 Racine Drive, Suite 101
Wilmington, NC 28403
I
AVID & KELLIE CUR
p°
D.B. 5372-819
D.B. 4424-289
\ \
I � �
I
ZONING: R-15
I ZONING: R-15
STABILIIZEID
LAND USE: RESIDENTIAL
LAND USE: RESIDENTI
I
�
\
OVERF40W PA ING
0-
I
\
I
I I
I
\ I I
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\ I
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\\ I
I
65.90'
S 49'21'46" E
1
N/F
11
I
WILLIE MAE MATTOCKS
1 1 \
20' BUgER
D.B. 5139-1456
ZONING: R-15
1
LAND USE: RESIDENTIAL
l �
35' SETBACK
�
60
1
u,
21
1
1
I
0
I
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1�
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I"LO
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I
1
1
d-
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I
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25' ALTERNATIVE SETBACK & BUFFER
w
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C ••i
�
All-lip
��•� �•.
SEAL r i
031315 °
S.
GRAPHIC SCALE
30 0 15 30 60
BY:
1 inch = 30 ft.
GSP CONSULTING,PLLC
E N G I N E E R I N G
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C-3
Sr°'i�S•1 a r;�. � j �.• , � i � f �. �7•I
• �n +. _ �`. .. l' , r-. - ..., .. ....r�.,..:i��� :J n� �li: ,f..&',.'.,.,.�'i ..',' Li i::VS,' L'�•.}

-
D.B. 5681-2733 ZONING: R-15
NOT
!�
LAND USE: VACANT ' SAGEWOOD Q PLAT`
ATION LANDING
R I T R AI
WYONNE & BARBARA GREENE ZONING: R-15
�
� PH
E 2
IF SEPARA 10N BET EN W/ & STORM
THAN 18" TO
D.B. 5$96-1652 LAND USE: RESIDENTIAL
I1
N/F
DRAIN IS LESS W/� BE DIP,
N/F
R R T RAI •
ANNIE REDDICK MCMILLIAN ETAL
CHARLES & ASHLEY WHITLEYSEM
� Q.B. 5841-1896 �
y J
N/F �
IF SEPARATIONBETWEE S 'WE &STORM
D.B. 1084-284
ZONING: R-15
ZONING: R-15 GI=RALD & PAMELA LATTER ZONING: R-15 .�
LAND USE: RESIDENTIAL f
{
DRAIN IS LESS THAN 12 STRUCTURAL
LAND USE: VACANT
LAND USE: RESIDENTIAL
Q.B. 5034-1456
BRIDGING TO BE'USED,
j j
IF SEPARATION I BETWEEN 12" l& 24"
N/F
CAPE FEAR PUBLIC URLITY STANDARD NOTES: DANIEL LEE & DELPHINE RENA GREEN
SEWER TO BE DI OR USE OF
_AUTHORITY
D.B. 2716-691
/zu
�--,- .
BRIDGING.
STRUCTURAL
1. SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS ZONING: R-15 /
25' ALTERNATIVE SETBACK & BUFFER
- .- - -
STEEL SEWER GUARDS REQUIRED AT MANHOLES LOCATED IN LAND USE: RESIDENTIAL
- - -- - - - - - - `-' - T- - - - - -
- - - - - - - - - - - - - -•- - - - - - - -
U�lTY QATA:
I
TRAFFIC AREAS.
\ 35' SETBACK
2.
WATER AND SEWER SERVICES SHALL BE PERPENDICULAR TO
- - - - - T
MAIN AND TERMINATE AT RIGHT-OF-WAY LINE. SEWER
PUBLIC
AT•
SERVICES IN CUL-DE-SACS ARE REQUIRED TO BE
8 SEWER = 456 LF
SE ER = 528 LF
PERPENDICULAR, OR MUST ORIGINATE IN END OF LINE
. • .
8" WATER = 365 LF
MANHOLE AND TERMINATE AT RIGHT-OF-WAY LINE.
.:
2" WATER = 540 LF
3.
ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL BE
I
j I
CONSTRUCTED OF CLASS 50, DIP, WITH PROTECTO 401
I
j
CERAMIC EPDXY LINING.
I
�'
I a W
f
4.
MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE
=
'
I
FRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW
DEVELOPMENTS.
`
5.
NO FLEXIBLE COUPLINGS SHALL BE USED.LU
1
6.
ALL STAINLESS STEEL FASTENERS SHALL BE 316.
13
14
1
7.
CLEANOUTS SHALL BE LOCATED A MINIMUM OF 12 FEET FROM
o
I 15 I 16
I
I
17
18
19
20
I
1
1
ALL PROPERTY CORNERS. WATER METER BOXES ARE TO BE A
�' I
FFE - 41.78
FFE
41,15
I
'
MINIMUM OF 5 FEET FROM THE PROPERTY CORNER.
I
I
I
1
I
w
NE XISTI
G
N/F
DAVID & BEVERLY ANDERSON
D.B. 5831-1109
ZONING: R-15
LAND USE: RESIDENTIAL
N/F
JESSICA KIRST
D.B. 5915-2685
ZONING: R-15
LAND USE: RESIDENTIAL
I- -- --- -- - - - - ---- -- - : : - s5 s ��==�WAERL
BLOWOFF $"X8" C T--IN
SS EMBLY.- -- -
`"J
- -W-
2
' -W- - -W
II W ROP 2" SD� 21 W " W -
-]� BLOW�FF !r - - - - -
1 f ASS MBLY / 111-IA1 t
I
20' BUFFER
1 '--------------_ _ __ 35_SETBACK---------------------- 12
Lai i 1 I
6; / =•41-.4
' jig, 10
2 3 4 5 � !
FFE= 6.71 FFE= t5.77 FFE= $4.85 FFE= 44.21 9
1 /
r' 1 DIN T TO EXIS
r' 1 NO
r 1 PR A E PRIVATE-- - -------!'
4-W - -� W VIC __ - W rJ
CONNECT TO EXISTING- k CONNECT TO EXISTING
L PROP 2 SDR 21 W/L W
2"X2" _
VALVE - ------$�, - --
iw w
PRIVATE vv7I'GTILITY
i
3
SEWER EASEM
30' UTILITY
I EASEMENT NEW MANHOLE TSa' a
CONNECT TO EXISTtN
I 10' UTILITY 6-1 5TI'1BOUT
N EASEMENT i P I /
CO)dECT T E TlNC
8" WAT i //
\ / / r r UT `��/E
AL
r V � / MH
PUBLIC
WATE IN�p (N). 2'$4
Z11N 8" C (W)e 32.6 '
WER PVC j ('E): .6 '
33
UB IC \
ATEI� ; \\ 34
� PLANTATION LANDING DRIVE CLEAKIN UT
(50 PRIVATE ROW) = \
�SSMH
- - S5 - 'RIM: 41.50'
- SS- �SS- - -SS- 5S- -- ---SS- -- -SS- -SS- --- S5 ss $-PVC (w): 5, \�
3 _ V 8 PVC �E}: 3 /
INv s" PVC (s): 37.68' - - - - - - - - - - - - N/F
- - - _ ` - - - - _
--FtRC+ -&REEK - - �.
PROPERTIES, LLC I SMH
! 1 INV 8" PVC (E): 37.41' D.B. 2561-363 J7{ IM: 42.7 'ZONINC`/
!ff 1 M
3 LAND USED VACAN { 8„ P )' 3 •9' \
2'
{
FFE= 4.01 FFE= 3.44 FFE= 42.98 I
GENERA UTILITY NOTES: I 48 47 46 45 44 43
3 1. PROJE SHALL COMPLY WITH CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA) CROSS CONNECTION REQUIREMENTS,
rf WATER ETER{S) CANNOT BE SET AND ACTIVATED ON NEW MAINS UNTIL ALL REQUIREMENTS ARE MET AND NCDENR I
HAS I ED THEIR *FINAL APPROVAL". CALL 332-6558 FOR INFORMATION. I
2. IF THE (CONTRACTOR DESIRES CFPUA WATER FOR CONSTRUCTION HE SHALL APPLY IN ADVANCE FOR THIS SERVICE I
AND MOST PROVIDE A REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE I
42
FF .31
1-11
41
OF THE WATER METER BOX. {
3. TO U* CFPUA WATER FOR IRRIGATION IT MUST BE METERED SEPARATELY. { -
4. WHE4
PVC WATER MAINS AND/OR POLYETHYLENE SERVICES ARE PROPOSED, THE PIPES ARE TO BE MARKED WITH I
NO. 0 INSULATED COPPER WIRE INSTALLED THE ENTIRE LENGTH AND STRAPPED TO THE PIPES WITH DUCT TAPE. ` - - - - - - - - `- " - ` `� - - -' - - - - -' "-' `- -- �" -' -` -" T" -" �" - -
LAT
THE NSULATED WIRE IS TO BE STRIPPED TO BARE WIRE AND SECURED TO ALL VALVES AND FITTINGS. THIS WIRE 25' ALTERNATIVE SETBACK & BUFFER
IS T BE ACCESSIBLE AT ALL VALVES, FIRE HYDRANTS, AND WATER METER BOXES TO AID IN FUTURE LOCATIONS
OF ATILITIES.
TR S ARE NOT TO BE PLANTED OVER WATER MAINS OR WITHIN UTILITY EASEMENTS.
6. ST TE WATER AND SEWER PERMITS SHALL BE OBTAINED PRIOR TO RELEASE OF THE PROJECT FOR CONSTRUCTION. N/F
JOHN F BARNHILL ZONING: B-1
7. Ai WATERMANS WITHIN PUBLIC RIGHT OF WAY TO BE PUBLIC AND ALL WATERMANS LOCATED ON PRIVATE D.B. 4236-571 LAND USE: HARDWARE STORE
PPOPERTY TO BE PRIVATE.
8 ILL WATERLINES TO HAVE MINIMUM 10' SEPARATION FROM ALL SEWER LINES, MANHOLES AND CLEANOUTS & TO
AVE 3' OF COVER AND 1W CLEARANCE WHERE WATER CROSSES OTHER UTILITY LINES
9. Y SANITARY SEWER SYSTEM OR ANY PORTION THEREOF SHALL BE LOCATED AT LEAST A MINIMUM OF 10-FEET
OM ANY WATER LINE. SEWER LINES MAY CROSS A WATER LINE IF 18-INCH CLEAR SEPARATION DISTANCE IS
AINTAINED, WITH THE SEWER LINE CROSSING UNDER THE WATER LINE. WHEN CONDITIONS PREVENT AN 18-INCH
EAR SEPARATION FROM BEING MAINTAINED OR WHENEVER IT IS NECESSARY FOR THE WATER LINE TO CROSS
NDER THE SEWER, THE SEWER LINE SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE OR ITS EQUIVALENT AND THE
ATER LINE SHALL BE CONSTRUCTED OF FERROUS MATERIALS EQUIVALENT TO WATER MAIN STANDARDS WITH FOR
14 DISTANCE OF AT LEAST TEN FEET ON EACH SIDE OF THE POINT OF CROSSING, WITH FULL SECTIONS OF PIPE
+ ENTERED AT THE POINT OF CROSSING.
10,00
40
FFEE--e65
39
1-1
PLANTATION LANDING DR�E
-� (50' PRIVATE ROW)
3 - SS
RIM- 37.$5' T
3 .20' PU AV 8" PVC (W): 3�.50'
32.17' �' WV $" PVC (E}: 311.47' I
I 30' UTILITY I
© EASEMENT I I
I
N/F N/F
DAVID YOUKER DAVID & KELLIE CURB
D.B. 5372-819 j D.B. 4424-289
\ \ I N ZONING: R-15 ZONING: R-15
LAND USE: RESIDENTIAL ff LAND USE. RESIDENTIA
\ � I
\ \ I
\ \ I
\ BLIC 111 N/F
\ TER , 11 OLLIE MAE MATTOCKS
20' BUFFER D.B. 5139-1456
ZONING: R-15
- 35' SETBACK LAND USE: RESIDENTIAL
{ ' 21 1
w
I
28 I ! ao V, I 1
I I 0 0 I 1 1
a ca I
3
27 � 0 1 22 11 6 m
Cr I 1 O 1 N
FFE=39.93 I FFE=40.24 11
I I 23 1 1
26IF
I I 3 N I I 1
I I I 11
25 I PUB C 24 1 1
I I ISE {
I I 3Fi�
______-...._...._..._...„...-....._.-_-_-._._____,..--_..-.,.,.____......_,.________-_ _...I
25' ALTERNATIVE SETBACK & BUFFER
a
\ 35
FFE .52
\ 36 /
.o \ 37
WOFF
LIC \ I \ ASSEMBLY
30' UTILITY
\ EASEMENT
kN
a
32
O '
31
e41.45
30
29
r
I I
I �
N/F SSEMBLY
RIDGEWOOD GARDEN ZONING: R-15 1-B" VALVE
HEALTH INVESTORS, LLC LAND USE: VACANT
D.B. 5139-1461 ECEIVE
. .
BY,
30
SEAL
03131 !
rt
0 rox
GRAPHIC SCALE
0 15 30
1 inch = 30 ft.
�,
60 II
Designer
GSP
Scale
1" _ '
Drawn By
Date
GSP
January 2020
License #
lob No.
P-0718
1 2018-0002
VILLAGES AT
PLANTATION LANDING
Wilmington New Hanover County North Grolina
UTILITY PLAN
PREPARED FOR:
Clayton Properties Group, Inc
211 Racine Drive, Suite 101
Wilmington, NC 28403
GSP CONSULTING,PLLC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C-4.1

Designer
GSP
Scale
1 " =302
Drawn By
Date
GSP
Jonua 2020
License #
job No.
P-0718
2018-0002
tea'"-- S— L.1-1+LL—i—!ce l'+__��__ _..._ Z, i._ ... .. .— .i...__-r"- :.:lilI�f� !�——_l
VILLAGES AT
PLANTATION LANDING
Wilmington New Hanover County North Carolina
GRADING, DRAINAGE & EROSION
& SEDIMENT CONTROL PLAN
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,
PREPARED FOR:
Clayton Properties Group, Inc
211 Racine Drive, Suite 101
Wilmington, NC 28403
GSP CONSULTING,PLLC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C-5*1

j ii .! -i i�L _ _ .�_ 4 +e! .7 .]e. i L� eL ..id it i. ii3• u _-a L
NSF
ANNIE REDDICK MCMILLIAN ETAL f x y, - CHARLES & ASHLEY WHITLEY _ _ x3821
_ _. �_ -_ _ _ _ -_
-D -B-55t41189 6- - - - - s -
- __ _ _ �___�-- �_=____-�_�____=-- R-15
�!1 rx3 - - - - - - - - - - - '- - - L I`tF �_R x� - - - - ��- -x , J � ~ � _ �� -ZIT V IN 'ff'_'-fT � x
x40.9, ..� -_ - - _ -� ��ya3sr- -- - - _ _ _ _ ' - - - - _= . =1_4M= ��=tfSE . RESIDENTIAL _�
__ _ __ -�� _ _ LAND US&-fl ,
= �= -- =x 51= _ _- �S 49°43'29 E 286.73�-==-------- �== _- - _-�-�� -�� -�_-x�_- -_~�S 49°58'38" E 1_61.06��-
- ....'3.'-"•. ,� - ;~ T , ~ $4�' -'- ---'"- -,,. - -.`- - - - =
/F x;y,�- = r:..;.. :: 10 MAINTENANCE 20 EMERGENCY SPILLWAY - 10 MAINTENANCE _ - - - - - ^- - - - - - - -- -- - - - - _ _ _ _ - - - - - - - ` ^ /
x _ - ,,, - J� ACCESS ROUTE ELEVATION = 39.25 ACCESS iZElk x3$.3e _ - ^ , ^ _ - - - - - - -
PHINE RENA GREET - - ��-____ _�__--_ x3893
.92• • .. ; : ' • , x 38.9��. ,,., 08 x 9. 4
x I 1�-
��•w39iZ - - - _..,• - - - .-.. ..-. - K•3952 ^ - - . -
1 - sr - x 3iPF - - i! - x17� 3252 �77.59 � 37� 39.94
q-M
R-15 I ` ---- -- ___ x39 �4� f�3V7 10' MAINTENANCE
I _ x 7 _.._ - - - I 39.91
RESIDENTIAL x4o68 ` _ _ { 111 ACCESS ROUTE
\ \ // /x36.W,... - _.._ .� �38. - - ._.. T.. . - xU,94- - •- - -� - . X37.08 x
��: ; g n � I I
I .. I 36.95TLET STRUCTURE�37 39.98 \ ` 35' SETBACK I.
x 41.J3 \I I ------.-... - - - - - - - - - - - - - - -..... - -..... -- - - - - '
J \ I II I
F x40.01 I �c3695 i � .56 / J SPILLWAY I - I
l I I f
I I IIf 3 x �\ _ - ---------__ _ -- x� i�.i: INV: 35.37' I I. I rI
1 �1 /x40.98 _ -� - - ---- - - - - - - � 1
1 x39,95 .73 x39.95 % ^^ -• - �... .^ .� .� - ..._ -- _x .661 / x39.23 i i Lei I I
1 I / _
Q o 37.11 I • I I I 1 iJ7
/ I I x 37. I 9.69 I �=
1 II
I I I I Y I I o N F
I I a /
x41,51 � O � I _ �
x40.16 x39.47 I ►• I '." DAVID & BEVERLY ANDERSON
c�i x 40.80 � � I m I. I ��`' !I
L.L. c,�
I .: i I m D.B. 5831-1109
�I
EXISTING sTORMWATER INFILTRATION BASIN w
BOTTOM ELEV=37.0 II ZONING: R --15
SEDIMENT BASIN TO BE MUCKED OUT Un I I I o I
`Jlj W I 9, I x37.23 x "PRIOR TO USE AS AN INFILTRATION BASIN
x4077 x x39zz I I' I N I LAND USE: RESIDENTIAL
o f L.L I x 39.77
rn j I I x 4
I m 13 14 15 16 x 9.33 17 18 x 39.18 19 20 I I i x 37 3? I I .2 �� Cn
j I x 44.40/I I I
x 41.71 O i /
z xg0.34 cv _ I xw.'3 FFE-41.78 FFE 41.15
/ I x 40.31
I I
37.20 38.89 F E S
I I TORM MANHOLE II I i ti�
I x 1, I (OVERFLOW) FES I i
I x39.6 ( x40,08 RiM: 40.51' x37.09
1 I x .65 38.99 I INV: 3 7. 3 x'31.3[ J /
x40.1 0 OF BOX: 34.65' x37jL�
//''�� "� pp c _ x 59.98
I � � QV ! �1J 45 � � V I 37.18 I 3 I I J ACCESS ROUTE S
1 I 41 41 4 -- 40- 4 - 4 4 - _ _ _ x 0.39
_ - -
x39.32
1 x40.78 x40.26 I $i 40 .40 74 4 63 40 x39.52 403$ 4 10 9 39 39 V
x41.55 _ ..�.. .. -- x40�STORMT + -7 .� - -
TOP OF BANK
ELEV.=40.50
-
� I
4027
4033
., It
x 39.40
1,5" STORAGE ELEV=38.50
1L BOTTOM
3 ELEV.=37.00
�k.'i` ,,:.'.w•A::.y,.a:d•F•'•,.=i;,..rigt 'O`'J`si.:':+:•2.:.:.i+,e+'�a°ti'j:rv.fi4S'�c'E':•': ii-:-r�:� ,,; S.,t'i^:a: �•;` +�t;'w't' %,,,,r:.�#r .. ,:rY ti';. ••..i•,e;,::.r: .rG.t,.s:,�;{^""�.�ti :! :t
4" CLEAN 2' SHWT 4" CLEAN
SAND ELEV.=35.00 SAND
TEST
BASIN BOTTOM
BASIN
1.5" STORAGE
1.5" STORAGE
LOCATION
SHWT
ELEVATION
DEPTH
1.5" STORAGE
VOLUME REQ.
VOLUME PROV.
ELEVATION
(FT)
ELEVATION
(CF)
(CF)
S&ME TEST #1
35.0
37.0
3.0
38.5
26,694
28,276
INFILTRATION BASIN CROSS-SECTION
N. T. S.
SWALE COMPUTATIONS
SWALE
TYPE
AVERAGE
SLOPE
SIDE
SLOPE
BOTTOM
WIDTH
DITCH
TYPE
SWALE F1
GRASS
0.30%
3:1
2-FEET
TRAPEZOIDAL
SWALE F2
GRASS
0.309E
3:1
2-FEET
TRAPEZOIDAL
SWALE F3
GRASS
0.30%
3:1
2-FEET
TRAPEZOIDAL
SWALE F4
GRASS
0.30%
3:1
2-FEET
TRAPEZOIDAL
SWALE F5
GRASS
0.30%
3:1
2-FEET
TRAPEZOIDAL
SWALE F6
GRASS
0.30%
3:1
2-FEET
TRAPEZOIDAL
Revision
SWALE CROSS SECTION DETAIL
N. T.S.
Designer
GSP
Scale
I* = 10'
Drawn 8y
Date
GSP
January2020
License #
Job No.
P-0718
2018-0002
FILTER F
L=20'
ELEV. 39.25
STORM MH
,/ (VERFLOW)
3 11
12' THICK CLASS
'B' RIP -RAP
EMERGENCY SPILLWAY
N. T. S.
9 6 _ p x 3g,45 ' / x 37.59
48 / 5 ! 39.,4 39. x37.20 -- �' J x36.7k
x 39.50 9x 40.2 x 40.18 U.18
/ �� •yx-38.18---- -� �`� � 9 j--�r-36.60- -` ••� � --
37�09
I C� �LANTA
U x4n 3 �� WI 1�LL E T -, o o - -- N
RIM: 40.40' -- - CD
TOP OF BANK
ELEV.=40.50
NOTES:
1. SEASONAL HIGH WATER TABLE WAS ESTIMATED TO BE AN ELEVATION OF 35.0. THE INFILTRATION RATE
WAS DETERMINED TO BE 14.0 in/hr.
2. ALL IMPERVIOUS SITE AREA TO BE DRAINED TO EXISTING & PROPOSED STORM SYSTEMS AND
DISCHARGED TO INFILTRATION BASIN.
3. BASIN WILL BE PUMPED DOWN BY MECHANICAL MEANS IN CASE OF EMERGENCY,
4. PRIOR TO USE AS AN INFILTRATION BASIN, ALL ACCUMULATED SEDIMENT SHALL BE REMOVED AND
PROPERLY DISPOSED OF, THEN THE APPROPRIATE MODIFICATIONS TO THE BASIN CAN BE INCORPORATED.
VILLAGES AT
TOP OF BANK
"
11 PLANTATION LANDING
Wilmington New Hanover County North Carolina
INFILTRATION & DETENTION BASIN
& SWALE DETAILS
GALVANIZED BAR GRATING 1" x 1/8' BEARING BARS.
FASTEN WITH J- CLIPS, ATTACH TO A l 1/4" x 1 1/4" x 1/4'
4'x4' REINFORCED GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
CONCRETE BOX OUTLET STRUCTURE - 4" MAX TRASH RACK OPENING
OR BRICK BOX RIM ELEV = 38.66
ORIFICE OPENING (1-9"(H)x24"(W))
PLACE 1/2' GALVANIZED HARDWARE
CLOTH OVER OPENING
WITH STAINLESS STEEL FASTENERS
ELEV=36.0
i
i
i
i
i
i
i
i
'-30" CULVERT 13 0.3
i
NV. EL. = 36.00
EXTENDED BASE
OUTLET STRUCTURE DETAIL
NOTES: N. T. S.
1. ALL SLOPES TO BE 3:1 MAX AND SODDED WITH CENTIPEDE GRASS OR EQUIVALENT.
PREPARED FOR:
Clayton Properties Group, Inc
211 Racine Drive, Suite 101
Wilmington, NC 28403
GRAPHIC SCALE
10 0 5 10 20
1 inch = 10 ft.
GSP CONSULTING,PLLC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C-5*2
- -- - - -
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Revision
Designer GSP
Scale
" _
Drawn By
Date
GSP
January 2020
License #
Job No.
P-0718
2018-0002
VILLAGES AT
PLANTATION LANDING
Wilmington New Hanover County North Carolina
DRAINAGE PLAN
PREPARED FOR:
Clayton Properties Group, Inc
211 Racine Drive, Suite 101
Wilmington, NC 28403
GSP CONSULTING,PLLC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: 910-79%659
Sheet No.
C-53

GENERALNOTES
r 1_;K _. E�LI_'—,1.. s 21-11 .1_'V1t 1YM' ._Y!L 'L: r'.!� 1-
I. LOCATION OF WHEELCHAIR RAMPS:
1. IN ACCORDANCE WITH THE RATIFIED HOUSE BILL 1296, ALL STREET CURBS IN NORTH CAROLINA BEING CONSTRUCTED OR RECONSTRUCTED FOR
MAINTENANCE PROCEDURES, TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF UTILITIES OR ALTERED FOR ANY REASON AFTER SEPTEMBER 1,
1973 SHALL PROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY HANDICAPPED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTERS AND
SIDEWALKS ARE PROVIDED AND AT OTHER MAJOR POINTS OF PEDESTRIAN FLOW.
2. WHEELCHAIR RAMPS SHOULD BE LOCATED AS INDICATED IN DETAIL DRAWINGS, HOWEVER EXISTING LIGHT POLES, FIRE HYDRANTS, DROP
INLETS, ETC. MAY AFFECT PLACEMENT.
11. CONSTRUCTION NOTES:
1. NO SLOPE SHALL EXCEED 1 "=1" (12:1) ON THE RAMP OR SIDEWALK.
2. IN NO CASE SHALL THE WIDTH OF WHEELCHAIR RAMPS BE LESS THAN 40" (3'4"). WIDTHS MAY EXCEED 40" IF NECESSARY.
3. USE CLASS "A" CONCRETE WITH THE SURFACE HAVING A ROUGH, NON-SKID TYPE FINISH.
4. 112" EXPANSION JOINT WILL BE REQUIRED WHERE THE CONCRETE WHEELCHAIR RAMP JOINS ANY RIGID PAVEMENT OR STRUCTURE.
5. CONSTRUCTION METHODS SHALL CONFORM WITH THOSE OF THE GOVERNING BODY WHICH HAS JURISDICTION OF THE PARTICULAR STREET.
111. ADDITIONAL NOTES:
1. THE INSIDE PEDESTRIAN CROSSWALK LINES SHALL BE ESTABLISHED BY BISECTING THE INTERSECTION RADII WHERE MARKED (SEE NOTE 6).
2. THE WHEELCHAIR RAMP SHALL BE LOCATED SO THAT THE BEGINNING OF THE WHEEL CHAIR RAMP WILL BE TWO FEET FROM THE INSIDE
PEDESTRIAN CROSSWALK LINE,
3, THE WIDTH OF THE PEDESTRIAN CROSSWALK SHALL BE 10 FEET UNLESS A GREATER WIDTH IS REQUIRED TO ACCOMMODATE THE PEDESTRIAN
TRAFFIC.
4. STOP BARS SHALL BE USED WHERE IT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH VEHICLES ARE REQUIRED TO STOP IN
COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN, OR OTHER LEGAL REQUIREMENTS,
5. PARKING SHALL BE ELIMINATED A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK.
6. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES,
PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION. THIS IS AVAILABLE FROM THE SUPERINTENDENT OF DOCUMENTS, U.S GOVERNMENT
PRINTING OFFICE, WASHINGTON, D.C. 20402.
GUIDELINES FOR WHEELCHAIR RAMPS
1/8"
1/8" RADIUS
GROOVE JOINT (5' MAX. O.C.)
ASPHALT RAMP P
Slnr of nnr 'In. I ci nor
6'
SIDEWALK
SECTION A --A
WHEELCHAIR RAMP (DROP CURB)
WHEELCHAIR RAMP
N. T. S.
INLET ZONE
25% OF SURFACE AREA
FIRST CHAMBER
25% OF SURFACE AREA��
SECOND CH
25% OF SURFACE
OUTLET ZONE
25% OF SURFACE AREA
NOTES: \
1. DRIVE STEEL FENCE POST AT
LEAST 18" INTO SOLID GROUND.
2. WOOD POST ARE NOT
ACCEPTABLE.
STEEL POST
SEDIMENT PIT
TH BERM
JUTE NETTING
TTOM ANCHORED WITH STAPLES
a . a a .. ,• 3600 P.S.I. CONCRETE
a ° a a - EMERGENCY SPILLWAY {WEIR JUTE SUPPORTED WITH TOP
Q. TO BE ABOVE 10-YEAR WSE SKIMMER WIRE BETWEEN STEEL POSTS
a a 4 '
PERSPECTIVE VIEW
COMPACTED SUBGRADE
CONCRETE SIDEWALK _DETAIL
1 /s"
1/8" RADIUS_ /
GROOVE JOINT (5' MAX. O.C.)
3600 P.S.I.
`CONCRETE
a a'
a: a
?a 4.
e
a a 4
CUMPACTED
BGRADE
SIDEWALK ADJACENT TO GRASSED AREAS AND PLANTERS
CONCRETE SIDEWALK
N.T.S.
GENERAL NOTES:
A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE
CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2" EXPANSION JOINT WILL BE
REQUIRED AT 45' INTERVALS. A 1/2" EXPANSION JOINT WILL BE REQUIRED
WHERE THE SIDEWALK ABUTS ANY CURB & GUTTER AND ANY RIGID
STRUCTURES. IN SIDEWALKS & PLAZA AREAS EXPANSION JOINTS ARE REQUIRED
AT NO GREATER THAN 30' INTERVALS CONCRETE SHALL BE 3600 PSI, IN 28
DAYS,
COMPACTED
SUBGRADE
2'-0"
1'-0"
MODIFIED VALLEY GUTTER
N. T.S.
-1/2' S9.513 ASPHALT
ABC STONE
GENERAL NOTES:
CONTRACTION JOINTS SHALL BE SPACED AT MAX. 10' INTERVALS, EXCEPT THAT A 15 FOOT
SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SATISFACTORY SUPPORT FOR THE
FACE FORM CAN BE OBTAINED WITHOUT THE USE OF TEMPLATES AT 10 FOOT INTERVALS. JOINT
SPACING MAY BE ALTERED BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING.
CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER
APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF
1-1/2" SHALL BE OBTAINED. ALL CONTRACTION JOINTS EXCEPT IN 8" X 6" MEDIAN CURB SHALL
BE FILLED WITH JOINT SEALER. EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS AND
ADJACENT TO ALL RIGID OBJECTS.
JOINT
nv.-,vTV— , . n.,..v
24" CURB & GUTTER
TERMINATION DETAIL
STANDARD SIDEWALK DETAIL
NOT TO SCALE
ASPHALT DETAIL FOR PRIVATE STREETS
PAVEMENT DETAIL
NOT TO SCALE
i
NOTE:
PROVIDE CONSTRUCTION JOINTS AT 25' O.C. MAX.
IN EITHER DIRECTION WITH SQUARE FOOTAGE LESS
THAN 400 S.F, AND AT CURVES, TANGENTS, AND
CORNERS (UNLESS NOTED OTHERWISE),
CONSTRUCTION JOINT
NOT TO SCALE
TEMPORARY SEDIMENT TRAP ODES:
N.T.S. 1. USE FOR DRAINAGE AREAS NOT EXCEEDING 5 (FIVE) ACRES.
2. EARTH BERM SHALL BE STABILIZED W/ SEEDING ACCORDING TO
MAINTENANCE: COUNTY SPECIFICATIONS.
1. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO
ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
2. CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING, PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FT. BELOW THE LOW POINT OF THE
EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
3. STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING.
1-1/2" SURFACE
COURSE, SF-9.5A
6" CRUSHED
AGGREGATE
BASE COURSE
ACTED SUBGRADE
1/2" FIBER EXPANSION
JOINT WITH SEALANT
" CONCRETE WALK
DRAINAGE FILL OR
UNDISTURBED SOIL
SEE SOILS REPORT
SUPPORT ROPE TO WIRE
TO PREVENT SAGGING
SUPPORT POST,
24" INTO BOTTOM
COIR MESH OR SIMILAR,
STAPLED OR TRENCHED
INTO BOTTOM OR SIDE
CROSS—SECTION OF POROUS BAFFLES
N.T.S.
STAKE TO
EI1
Revision
Designer
cSP
Scale
NO SCALE
Drawn By
Date
GSP
January 2020
License #
Job No.
P-0718
2018-0002
VILLAGES AT
PLANTATION LANDING
Wilmington New Hanover county North Carolinal
STANDARD DETAILS
PREPARED FOR:
Clayton Properties Group, Inc
211 Racine Drive, Suite 101
Wilmington, NC 28403
Sheet No.
C-6

o
I
N
S&NOWIRE FABRIC
..WARNING SIGN
SILT FENCE GEOTEXTILE FABRIC
FILL SLOPE
WIRE FENCE
GRADE
�VEW FABRIC R
EXTEND WIRE 6' MIN, INTO TRENCI
6' MAX,
VARIABLE AS DIRECTED BY THE ENGINEER
PA S 111 W IFY J 1 ML
- FRONT VIE
SIDE VIEW 56 MIN.
NOTES. � "DIVERSION TO DIRECT RUNOFF FROM R/W
':::•:�:::E;::,:r:un:::v:,.,;.R:.,,,:,:.N,:.�r.,:;:;::x•-,c:;,;....:::-;;-::•J.:;;;:•;_;:-1«:..:�::,,,.,..R..:�,_,_,:,.,-:r::::�: „:r�._:,x::_:::..r�..,
NOTES: WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF.. ..._.._...._ .___.
1. SYNTHETIC FILTER FABRIC SHOULD BE OF AT 400 MATERIAL. LETTERS TO BE Y HIGH MINIMUM, CLEARLY SECTION VIEW
LEAST 95% BY WEIGHT OF POLYOLEFINS OR LEGIBLE AND SPACED AS DETAILED. SIGNS SHALL BE
POLYESTEIz, WHICH IS CERTIFIED BY THE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT TEMPORARY CONSTRUCTION ENTRANCE
MANUFACTURER OR SUPPLIER PER ASTM D 6461 EACH END OF LINEAR TREE PROTECTION AND 50 ON
AND SHOULD CONTAIN ULTRAVIOLET RAY TREE PROTECTION AREA CENTER THEREAFTER. FOR TREE PROTECTION AREAS LESS N.T.S.
INHIBITORS AND STABILIZERS PER ASTM D 4355. 18' THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE
DO NOT ENTER SIGN PER PROTECTION AREA, ATTACH SIGNS SECURELY TO
2, WIRE FENCE SHALL BE MINIMUM 14 GAUGE FENCE POSTS AND FABRIC. MAINTAIN TREE PROTECTION
WITH A MAXIMUM MESH OPENING OF 6-INCHES. FENCE THROUGHOUT DURATION OF PROJECT.
3. SEE THE NC EROSION AND SEDIMENTATION WARNING SIGN DETAIL *SIGN TO CONTAIN PHRASE "NO MATERIAL STORAGE"
CONTROL MANUAL FOR OTHER SPECIFICATIONS. •• SIGN TO BE IN ENGLISH & SPANISH
STANDARD TEMPORARY SILT Z TREE PROTECTION FENCE
N.T.S.
CLEAN OUT END CAP
STANDARD METAL POSTS ADJUST GRADE PER ENGINEERS PLAN
2 FT IN GROUND FINISHED GRADE
(0.25" MESH OPENING)
EXTENDS TO TOP OF BOX
_ *INJECTION MOLDED ST 45' WYE
--------� INSERT INJECTION MOLDED, GASKETED (OR INJECTION MOLDED TEE)
SPIGOT BY BELL REDUCER
-----------------
NCDOT #5 OR #57 WASHED INJECTION MOLDED WT
STONE PLACED TO A HEIGHT OF E FITTING
160 MINIMUM ABOVE TOP OF BOX
NOTES:
1. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING
THE INLET. SPACE POSTS EVENLY AROUND THE PERIMETER OF THE
INLET, A MAXIMUM OF 4 FEET APART.
2. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE
THE WIRE MESH TO THE STEEL POSTS AT THE TOP, MIDDLE, AND
BOTTOM. PLACING A 1-FOOT FLAP OF THE WIRE MESH UNDER THE
GRAVEL FOR ANCHORING IS RECOMMENDED.
3. PLACE CLEAN GRAVEL (NC DOT 15 OR #57 STONE) ON A 2:1 SLOPE
WITH A MIN HEIGHT OF 16 INCHES AROUND THE WIRE, AND SMOOTH
TO AN EVEN GRADE.
STANDARD INLET PROTECTION
NOT TO SCALE
NOTES:
1), ALL P.V.C. PIPES ARE TO BE 4" I.D., SCHEDULE 40
2). ALL JOINTS OF THE FLOATATION SECTION SHALL BE
SOLVENT WELDED. JOINTS OF SKIMMER SECTION NEED
NOT BE WATER -TIGHT.
3). 4" HDPE FLEXIBLE DRAIN PIPE IS TO BE ATTACHED
TO THE POND OUTLET STRUCTURE WITH WATER -TIGHT
CONNECTIONS.
4). ORIFICE IS TO BE SIZED ACCORDING TO STORAGE
VOLUME AND TO SLOWLY RELEASE 1" RUNOFF FOR AT
LEAST 24-HOURS.
cnorr►i
END
SEDIMENT
TRAP BERM
6' PIPE
THROUGH
BERM
SKIMMER DEWATERING DEVICE
N.T.S.
Designer
GSP
Scale
NO SCALE
©raven 6y
Date
GSP
January 2020
License #
Job No.
P-0718
2018-0002
NOTE:
• INJECTION MOLDED FITTINGS ARE
AVAILABLE IN TEES, WYES, REDUCERS,
45' BENDS AND BELL/BELL COUPLERS.
• WT INJECTION MOLDED FITTINGS AND
WT PIPE CAN BE SUBSTITUTED FOR
WATER TIGHT APPLICATIONS
DOWNSPOUT ADAPTE
INJECTION MOLDED ST
/745' BEND
'INJECTION
CONNECTION MOLDED ST
90` BEND
HDPE PIPE OR
PVC SDR 35 (TYP)
ROOF DRAIN DETAIL WITH CLEANOUT
N.T,S,
_ DIA. HOPE PVC PIPE
FLEXIBLE DRAIN PIPE TYP )
PLAN VIEW
SECTIION
PVC TEE
PVC END
CAP
(TYP.)
18" MIN.
ELBOW {TYP.)
00 a
aaa
01
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000
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SEC
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oaa
o a
°oa
000
0°0
00o
0a0
O 0
FACE
LJ
PACTED SOIL
FLOW
4.5' MIN.
DD
0
TEMPORARY DIVERSION
N.T.S.
SEQUENCE OF CONSTRUCTION
1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN ON
EROSION & SEDIMENT CONTROL PLAN.
2. INSTALL PERIMETER CONTROLS (TEMPORARY SILT FENCE, TREE
PROTECTION FENCING) AS SHOWN ON THE EROSION & SEDIMENT
CONTROL PLAN. THIS STEP NEEDS TO BE COMPLETED PRIOR TO
UPSLOPE LAND DISTURBING ACTIVITIES.
3. THE EXISTING WET DETENTION BASINS WILL ACT AS SEDIMENT BASINS
DURING CONSTRUCTION ACTIVITIES.
)NCE PERIMETER CONTROLS AND SEDIMENT TRAPPING MEASURES
INSTALLED CLEAR AND GRUB SITE WITHIN LIMITS OF DISTURBANCE.
SEDIMENT BASIN WILL BE PUMPED DOWN BY MECHANICAL MEANS
IEEDED TO MUCK OUT SEDIMENT WHEN THE SEDIMENT REACHES
CAPACITY,
PON BRINGING THE SITE TO ROUGH GRADE, STABILIZE ALL AREAS
TEMPORARY VEGETATION IF LEFT UNDISTURBED FOR 15 WORKING
i AND ALL SLOPES WITHIN 21 CALENDAR DAYS,
NCE THE ROAD, PARKING AREAS, SANITARY SEWERS, WATERLINES
STORM SEWERS ARE IN PLACE, INSTALL INLET PROTECTION AS
MN ON THE EROSION & SEDIMENT CONTROL PLAN.
PON BRINGING THE ROADS & PARKING AREAS TO SUBGRADE
ATIONS, STABILIZE THE AREAS BY PLACING STONE BASE AS EARLY
'OSSIBLE
)R TEMPORARY VEGETATIVE STABILIZATION OF ALL DENUDED AREAS
NOTE REFERENCING THE EROSION CONTROL PROGRAM AND
:IFICATIONS ON SHEET C-1,
r, KFTER CONSTRUCTION OPERATIONS HAVE ENDED AND ALL DISTURBED
AREAS HAVE BEEN STABILIZED, MECHANICAL SEDIMENT CONTROLS SHALL
BE REMOVED. SEDIMENT FROM TEMPORARY SEDIMENT TRAPPING
DEVICES SHALL BE DISPOSED OF BY SPREADING ON THE SITE OR
HAULING AWAY IF NOT SUITABLE FOR FILL. ALL DENUDED AREAS ARE
TO BE PERMANENTLY STABILIZED WITH PERMANENT VEGETATION.
VILLAGES AT
PLANTATION LANDING
Wilmington New Hanover County North Carolina
PLAN
-74 i Z.
e ,-.
- .rt�,r�•l, ft
NON -WOVEN FILTER FABRIC \.N.C.D.O.T, CLASS B
SECTION RIPRAP, MINIMUM
18" THICK, TYPICAL
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
10'-0" MIN.
LEVAFOR
1
�A
SANDBAGS (TYP.)
OR STAPLES
10 MIL
1:1 PLASTIC SANDBAGS (TYP.)
SIDE SLOPE LINING OR STAPLES
o (TYP.)
O z X
Cn g'ots
CLEARLY MARKED SIGNAGE SECTION A -A
CONCRETE NOTING DEVICE (18"X24" MIN.)
WASHOUT NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE
MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES
75% OF THE STRUCTURES CAPACITY.
PLAN &CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
HIGH 10'-0" MIN.
COHESIVE & r B
LOW FILTRATIn"
SOIL BERM
RIPRAP LOCATIONS
LENGTH (FT.)
UPSTREAM
WIDTH (FT,)
DOWNSTREAM
WIDTH (FT.)
15" CULVERT
7.5
3.75
5.0
18' CULVERT
9.0
4.5
6.0
24" CULVERT
12.0
6.0
&0
30" CULVERT
15.0
7.5
10.0
36" CULVERT
18.0
9.0
12.0
L-48" CULVERT
24.0
12.0
16.0
STANDARD DETAILS
RIP -RAP OUTLET PROTECTION
N.T.S.
PREPARED FOR:
Clayton Properties Group, Inc
211 Racine Drive, Suite 101
Wilmington, NC 28403
MOOMMI
iw
I
♦ �� ng"1�ll��j��jtt�tj�����j
SANDBAGS (TYP.)
OR STAPLES
HIGH
COHESIVE &
LOW FILTRATION
SOIL BERM
LB
SANDBAGS (TYP.) NOTES:
OR STAPLES 1. ACTUAL LOCATION DETERMINED IN FIELD
CLEARLY MARKED SIGNAGE 2. THE CONCRETE WASHOUT STRUCTURES
CONCRETE NOTING DEVICE (18"X24" MIN.) SHALL BE MAINTAINED WHEN THE LIQUID
WASHOUT AND/OR SOLID REACHES 75% OF THE
STRUCTURES CAPACITY TO PROVIDE
T-F ADEQUATE HOLDING CAPACITY WITH A
MINIMUM 12 INCHES OF FREEBOARD.
PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS
TO BE CLEARY MARKED WITH SIGNAGE
NOTING DEVICE.
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
A TCH
ASIN
FLOW
INSTALLATION
DETAIL
TEMPORARY INLET
SEDIMENT FILTER
NOTE:
TEM-�ORARY INLET SEDIMENT FILTER TO E
INSTALLED ON ALL PAVED CATCH BASIN OR
STOFV INLETS.
DUMP
STRAP
SIL
SAC
SLT SACK DETAIL
NOT W suu
PRELIMINARY DESIGN
NOT FOR CONSTRUCTION
2 EACH
DUMP
STRAPS
EXPANSION
RE TAINT
(1 4 NYLON
R PE 2" FLA
BAG DETAIL WASHERS
/-DUMP STRAP
GSP CONSULTINGPLLC
7
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
ETV
i
SEAL
031315
S.
Sheet No.
C-7
'� � t '.� � s.- 't ys i s �� f ,A e� A. �{ :��•.� r Y{' sey ..'if 1� �-i•i .1:,�.a, s,i..4 �.
• i a e s :4 f _t r r' 'S rs .,. s �� a !.1 s 1 -� " t .'1'• P. fi 'p.

Tl tMFRAME RATA�N
GENERAL NOTES: 2E Z
0BACK OF CURB €E STD p RD USE CLASS "B" CONCRETE THROUGHOUT. O Ui O
X PROVIDE ALL CATCH BASINS OVER W-6" IN DEPTH WITH STEPS 12" � a C ,� 2" WEEP HOLES GENERAL NOTES:
ZO ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.68. Q O Y"T� USE CLASS "B" CONCRETE THROUGHOUT.Cl)
w O y T P V TI N OPTIONAL CONSTRUCTION -MONOLITHIC POUR, 2" KEYWAY, OR A4 BAR DOWELS AT H = 0 w O y PROVIDE ALL DROP INLETS OVER 3'-B" IN DEPTH WITH STEPS 12" Z = 0
1--0-n�fn 77,77 ,?,:.-o': ,°•:,•P,:;° c 12" CENTERS AS DIRECTED BY THE ENGINEER. LL-JO r-0-n-40ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 640.88. t"t00
Hz�=n Y Y _ n. z mz =� M111 LL.J5-wz
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. O O y w -q D OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT O O y
= O c% o A o --- - ;y IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB W Q Z LL 2 o D > X I X 12" CENTERS AS DIRECTED BY TkE ENGINEER. LLI LL _
AS SHOWN ON STD, NO, 840.00• F - U O 0r T Z 5 USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. L) S O CD
Z w O v __ _ 8" ;v. B g" x USE TYPE "E", "F" AND "0" GRATES UNLESS OTHERWISE INDICATED. F" O W Z Cn O 0 -� IF REIISHONFORCEDN ON CONCRETE
NCRETB40IPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB W
O, �Mi p.', o•, a FOR 8'-0" IN HEIGHT OR LESS USE B" WALLS AND BOTTOM SLAB. OVER � LL w J 0 O F�4 - - _ -�- - - _ - CI) �^-• LL 0,
O y ` p. .. F 8 -0' TO 16'-0 IN HEIGHT USE 8 WALLS AND BOTTOM SLAB. ADJUST O Q (7 y y Z I CONSTRUCT WITH PIPE CROWNS YATCHINO. Gl: O w Q
- n n :�' :�' - p QUANTITIES ACCORDINGLY. CC
Z w y n n n - - , SEE STANDARD DRAWING S40.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN. Fly
� Fes-•! m P•�•:, CONSTRUCT WITH PIPE CROWNS MATCHING. H- H Q -f INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. F• ,
w w
0 ' PLAN SEE NOTE CHAMFER ALL EXPOSED CORNERS 1". C3 00 ' INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF N0. 78M STONE IN A ' L 0
LU
z x T SECTION X-1C DRAWING NOT TO SCALE. © Z I POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR IS DIRECTED BY THE ENGIN€EA. Q
TOP ELEVATION 4 CHAMFER ALL EXPOSED CORNERS 1'.
aD m m Y DRAWING NOT TO SCALE.
P LEVATION PLAN
- - - F STEPS -STD. N0. 840.88 WITH GRATE &FRAME REMOVED
840. STEPS- TD. N 840.66
u A
B Bn - TOP ELEVATION BRICK COPING{INCIOENTAL)
Z s w.l. O �"f Z TOP ELEVATION p
' m Lu
Z w ' �T•v B ° D •-EA O Z ''-1 @ LL
all''` -+� STD. 840.15 FRAME a W
ao o.. • •.�. & GRATE
N m� 6„ c Brr � G B" _ a Nam _ 6 A e M-t
m a „ " #4 BAR 1.4 Z a
3 w
SECTION Y-Y p.. pM• e" B 6" d
yM> D v� D Ov_ yriz fl0.
a y RISER HT. qt
VARIES cc Cl)
o °' w - ¢
CO) = 6"rt - T SECTION J-al m H z 0 0 00 M t t
S„ CC 0
¢ F
::: °. ''.'., : mom..; .'P.
'-' ;.� v: ° °D SEE NOTE WHERE 30" TO 36" PIPE IS USED SECTION All-M co LU : w DOWEL
_ rs W _
w WHERE 42" TO 54" PIPE IS USED y �` N ~ w `6 SEE NOTE DOWEL(SEE NOTE) MAX. PIPE THIS SIDE - 18" `� y �"
M > Z WHERE 30" TO 36" PIPE IS USED ►�-� Z r m r � SECTION X-ii SECTION Y-Y '-' � T
CO
J
+n RISER HT.
N O VARIES ': ' o. ? .•:.': p. o'; ;; -,• P- O I� -•ij O
C'3
Z p;r: ; .s. M W DIMENSION$ AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H) W
DIMENSIONS OF BOX & PIPE CUBIC YARDS DEDUCTIONS FOR
A D.'s j A PIPE SPAN WIDTH MIN. HEIGHT CONC. iN Box ONE PIPE
.011
D BOTTOM WALL PER r�Fn
a o•1 m D A B H SLAB FT. HT. FM MIKINA C.M. R.C.
1 n� 12" 3'-0" 2'-0" 2-0 0.222 0.222 0.592 0.015 0.026
WHERE 42" TO 54" PIPE I8 USED L�'' - '1 '4 �..... 15" 2-3 0.648 0.023 0.036
1S" 2 8 0.703 0.033 0.049
DETAIL SNOWING METHOD 24" 3 -O 0.814 0.059 0.085
HEET 1 OF 2 OF RISE 0 STRUC ION PLAN SHEET 1 OF 2 HEET 1 OF 1 30" 3'-O" 2'-0" 3'-6" 0.222 0.222 0.925 0.092 0.127 SHEET 1 OF 1
840.02 840.02 840.14 840.14
0 z 0 z
T17 ©COD M }.�rn
�Cr z 43" NOTE : USE TYPE "E", "F„ AND "Go' GRATE r. Q ¢ 1Cy z !r I 1 Itrl
M UNLESS OTHERWISE NOTED. r� �4 Q1" tr a 1 Q ¢ 3
DHp �, P " �{�� P �nr ci �'"oM 1 DEPRESSION C4 1 !r 1 t, zc~cry
r o �T cn I I LL J o l--1 T' o -n -i CO r ,r r f- F-1 t,0 .
�z-i=a B ` - 00Cl)°-zz mz�yy 1 -7§t 1 -7% \ �H F� co°o-=z
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TA
C� s z - SEi� I� - 1L SECTION - MM O O ¢ C? y M z ]� - N - O l -r Q
1� a � A ©' A ALIGN FRAME WITH INSIDE i tt z 1 o z ice- j
1-4
EDGE OF WALL TO ALLOW a C3 C14' Lij' ' � � d w
Q FOR VERTICAL ADJUSTMENT :v 1 rr _ + ' p Z - H I ' ca ❑
WALL SECTION ° ' SECTION G - G
TTT"-
SECTION - B9 -n r 'C
B SECTION - PP SECTION - PIN O
PLAN OF FRAME �
= i r _ 7r rt 1 , _ 7w, CAST IRON 0
_ N
0 z M 7° PLAN O F GRATING W o
FRAME,GRATE, S HOOD ASS'Y N° N O O N� z ! n cc
O~❑
❑ O �'� _� LL p to w 2 - 314 CAST IRON LL Q
z T
O m x , n � w v to r"` = W C
rn _ = 1 " ¢zQ a MN 3zp
_[ca © Off
zK-'-r-K_ N M i4 i r' Q iA �i v 1„ ill 1 ll 1 r1 Q W co
J
y p SECTION AA p iH Z vj C7 ig" 2" p
v Z Q M !' !r r, t, Z U. ❑
�8 IF �8
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a� FRAME R� $E ION - JJ O 0 Z 3- 2 I I I r rr I = C*
if t " rr IN LU }) O -�1 H y
{ �4 a3 - 0 J {n �I -�[ J F-1
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ca
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C)1 0
SECTION - pct_11 tr' �r' '.- 4%t1 SECTION E - E SECTION F- F
ISHEET 1 OF 2 R SHEET 1 OF 2 SHEET 1 OF 1 SHEET 1 of 1
18400031 N0°�-6L�YATION SECTION - RR
840.03 840.16 840.16
m o m E Z
0 '� " r.- i- v 4 B,r A S" OPTIONAL MANHOLE v r
,c, • DETAIL SHOWING TYPES OF GRATES 2'-11 Q Q ¢ w' z E ¢ ¢ ¢
= cn o USE ACCORDING TO WATER FLOW. 1 z 1 v Cn O o GENERAL NOTES: Z =1 •
M C T[ B LL -i GO.. H z C l w0 `rT ,�•� Y 6„ Ci CHAMFER ALL EXPOSED CORNERS 1 ". LL J 2L FO-1 z
w Z = D O CA y w Z -� _ � USE CLASS "B" CONCRETE THROUGHOUT. o CA y
O O rr rl r+ rr to tt rr LU Q LL y = O n ill _ _ - - OPTIONAL CONSTRUCTION MONOLITHIC POUR, 2" KEYWAY, OR a cc Z LL y
z m� n m TYPE G TYPE E TYPE F A A 1 7 /, � V= O M -n > -a X X � O Q o
y CA o g/B ¢ r0� - ZCl) y O C D - Jr f D #4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER. ¢ N
Z fy-1 - C -n �- O O LU z -{7 0 -n - - T � M - -- t° ci }�: ^C r 1 USE FORMS TO CONSTRUCT THE BOTTOM SLAB. �- y Z �
C7 O 0 F-1 T y O w ¢ n 0 y r--r � u LU I � � u• IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, CD � � 0w J
A n -� WATER FLOW �� SAG - WATER FLOW +- `r f I gN" Z H y y n - ' - ' ; ADD TO BASE AS SHOWN ON STANDARD N0. 640.00. Z 0 N
H ,r �- _ PROVIDE ALL JUNCTION BOXES OVER W-6" IN DEPTH WITH STEPS �- 7
w _ _ - - - - - - - - - - - - - - - - - - - - - - CI- +"a , I- - - ' 4 12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66. 4 �
i rr� ` „ , LLJ
O Z - - ' - - _ _ _ O 1� ' O Z B" ° "4 3 ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES O
I [� TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
SEE STANDARD 840.54 �i SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
FOR MANHOLE COVER & FRAME #4 BAR "A" HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
----------------------------- PLAN OPTIONAL sPACED6
C, TO C. MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
SECTION ByB BRICK MAY BE USED ELEVATION IS 12 FEET.
70 ADJUST FRAME &
S" COVER TO SURFACE
------------ -- .------------------ lW ,214tr � y Q N ELEVATION MAX. i'
z -�- WATER FLOW ---� SAG -■- WATER FLOW �- �4 w m 4
¢ C!z T
o!C
� r SECTION A -A o = O - °f �
(n w O y Z w [ OUTLET PIPE Cr3 m J
m y n n rr rr rr n i.4 CS -~I w'Q 2 © - - Z
o TYPE F TYPE E TYPE G TYPE - E H = .I Q " E OR F „ w z 2 o-
Z z Q N m
B„.� a O z w
+� a V O �N.1 INLET PIPE -"•' SECTION
rn n RAISED if ARROW 2 rr © w C � -0 M D 8" w DOWEL 0 Q.
n a z P /is HIGH IR = -I ' '. c-c OR D D
z m O RAISED FLOW ARROW 2� tr o W© C F"'1 C O o
ar o a SECTION X-X CC Z ¢ vCDa
4 z
n Co v / HIGH �1 a - p H z y z v DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES n 7 O n
Qy CA r CJ DIMENSION3 OF BOX AND PIPE REINFORCEMENT TOP SLAB CUBIC YARDS TOTAL QUANTITIES DEDUCTIONS FOR ONE Q F"' y
n 'a O 1 �n =� 1 rr O (� z D i--F n 8" PEPE SPAN WIDTH HEIGHT DIMENSIONS l'] N O H
ii BAR3 "A" IN BOX BOX AND SLABS PIPE CU.YDS.
Z r1 r z O " X 8" TOP BOTTOM 1MLL1 LBS. CU, YDS. W
-( rr T ` y R o ~ = Z F'' EXP. JOINT D A B H N0. LENGTH E F n u G.S. R.C. y CV
v rr O SLAB SLAB FT. OF RT. REINF MIN. H CD �"
W CLli M r- 0 O' yin 9. 12" 2'-0" 2'-0" 2'-3" 12 2'-9" 3'-O" 3'-O" 0.167 0.167 0.196 22 0.750 0.015 0.024 w Z � r
_ n J
0' O -n n 1 r� C3 = .�. O -n v + 18" 2'-3" 2'-3" 2'-811 12 3'-01, 3'•3" 3'-3" O.1&B 0.196 0.204 24 0.902 0.023 0.036 C3 O sNss ss
w :U 1 j ¢, n 1 ! rI1" 1 1'Ltl R r! W LL O B" / = 18" 2'-8" 2'-B" 2'-9" 14 3'-3" W-8" 3'-6" 0.227 0.227 0.222 30 1.066 0.033 0.049 LU Z V E E I ssr �; R ss
24 3 0" S'-0 3 3 16 3 -9 4'-0" 4'-0" 0.296 0.298 0.269 40 1.434 0.059 0.085 •�
i� �` 30" 3'-B" T-S" 3'-9" 18 4'-3" 4'-B" 4'-6" 0.375 0.375 0.298 51 1.860 0.092 0.127
1 r�lr 1i�r ll �rr 1 �1rr 36'r 4'-0" 4'-O" 4'-S" 20 4'-9" W-O" W-0" 0.463 0.483 0.333 64 2.341 0.132 0.178 a� 9
rr + Bra " 42" 4'-B" 4' B" 4'-9" 22 5'-3„ 5'-6" 5'-8" 0.580 0.560 0.374 77 2.878 0.480 d.243 Y; SAL
r, 1 jL rr 48" W-4" V.4" W-3" 26 6'-31, 6'-4" W-4" 0.743 0.743 0.407 111 3.623 0.235 0.317 1 031315
1'd SECTION A -A j8 �/
SECTION Y- i 54" 5'-10" 5'-10" 5'-9" 28 6'•7" 8'-10" 8'-10" 0.885 0.865 0.444 128 4.283 0.297 0.401
TYPE - F Sol, B'-8" 8'•8" 6%3" 30 7'-3" 7'-6" 7'-6" 1.042 1.042 0.481 145 5.090 0.367 0.495 ��i (,�
HEET 2 OF 2 SECTION A -A SHEET 2 OF 2 HEET 1 OF 1 „ " , rr r " r r SHEET 1 OF 1 �i� +q
840.03 TYPE G 840.03 QAo. 31 BB 7 -1" 7.1 B -9 32 7 -10 B'- 1' 8 -1" 1.210 1.214 0.518 169 5.917 0.444 0.589 840.31 sjss�Rr S- PA
+t V �'F v+f . r
No.
Revision
Date
By
Designer G5P
NO SCALE scale
VILLAGES AT
PLANTATION LANDING
Wilmington New Hanover Count North Carolina
STANDARD DETAILS
PREPARED FOR:
Clayton Properties Group,Inc
211 Racine Drive, Suite 101
Wilmington, NC 28403
GSP CONSULTINGPLLC
7
E N G I N E E R I N GC-8License
6626 Gordon Road Unit C Wilmin on North Carolina 28411 tel: [phone] fax: 910-7 -
, 99 6659
Sheet No.
Drawn B y GSP
Date
Janua 2020
#
P-0718
lob No.
2018-0002

r: S .. ... ._ �_ _ _. 1-. f..L.: i. �_ _. _.i�_�i-' L•.Sa.�_ .,i., . - ���: .��-.._ i _ ._Li. �1_ ...tea... ��. u� _a ... � � _..� - _ _.._ -_- _"__ - ��. �_1�..
A
SEE PLAN F
ORIENTATION
PLAN
CASTING
NOTE: USE STANDARD 2' DIA.
MANHOLE FRAME AND COVER.
H-20 LOAD RATED.
ELEV. SEE PLAN
24" RCP
INV. IN=37
2' DIA. MANHOLE
HEAVY DUTY LOAD
RATED. TOP=40.5
PRECAST " VA IES " "
OR 6 fi
BRICK MASONRY
N
lLj
FLOW
4" 6" BAFFLE WALL -
ELEV,=38.25
o
3000 PSI CONIC. a.. ao
8" ABC STONE 24" RCP
SECTION SEDIMENT TRAP
JUNCTION BOX DETAIL PRE-TREATMENT DEVICE
NTS BOTTOM=34.65-
8' SECTION 12" RCP
SAWCUT IN HALF
NCDOT
EROSION CONTROL
STONE
W
W W W ♦ W w w
W1W SLOPE* W A
W w W
W W w W W W W
w W W
w W W W W W W
W W W W W W W
W W W W W w w
W w w W W W w
w W W W W W W
VEGETATED FILTER TO BE
BERMUDA SOD BOTTOM AND
SIDE SLOPES OF EXIST. DITCH
- STONE SHALL NOT
BLOCK OR IMPEDE
PIPE FLOW
SECTION A - A N-L MIRAFI 60OX FILTER FABRIC
OR APPROVED EQUAL UNDER
18" THICK CLASS I RIP -RAP
NOTE: FILTER FABRIC AND STONE SHALL BE TOED UNDER FLARED END SECTION
SPECIAL ENERGY DISSIPATOR
WITH VEGETATED FILTER DETAIL
NTS
30' DIA. OUTLET
INN. OUT-XO
140TE
1. BASIN. FRAME AND GRATE MAY
VARY IN NONESSENTIAL DIMENSIONS.
4' X 4' PRECAST CONIC. BASIN
W/ KNOCKOUT PANELS
ALL 4 SIDES
" "MINUM BAR TACKWELDED
:H WAY BOLTED TO TOP
ATTACH SCREEN
GALV. LAG & WE
ANCHORS. 6 REC
1/2' OPNG. GAL
ALUMINUM EXPAh
METAL SCREEN
2'WX.75'H
RECTANGULAR OF
INV. • 36.0
J57 WA'
4'
SECTION ELEVATION
COUNTY POND OUTLET STRUCTURE
N.T.S.
I
TOP 38.66
INLET 36.0
BOTTOM 34.0
Go9
Designer
GSP
Scale
NO SCALE
Drawn By
Date
GSP
January 2020
License #
Job No.
P-0718
2018-0002
12" RCP BYPASS
TO COUNTY POND
INV. OUT=36,39
4' BAFFLE WALL TO BE 6" SOLID BLOCK ,
OR POURED IN PLACE CONCRETE 171.92
40.0
37.0
18" RCP TO INFILTRATION 157.51'
BASIN. INV. OUT=37.09
67 BAFFLEWALL
O
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co N
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e
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N �
• e . ,�,' N M'1
18" RCP TO INFILTRATION
BASIN. INV OUT=37.09
�5s•46' 4o.D
PRECAST CONCRETE
TOP, H-20 LOAD
RATED. 165,91 '
Qy
INFILTRATION BASIN DIMENSIONS
' 3 4' X 6' BOX SCALE: 1"=50'
18" RCP
s' 12" RCP
t ( ) J
18" RCP
2'.7 000000000000A00000000
000
SPECIAL JUNCTION BOX
4' X 4' PRECAST CONC. BASIN
W/ KNOCKOUT PANELS
ALL 4 SIDES
SQUARE ALUMINUM BAR TACKWELDED
AT 5" O.C. EACH WAY BOLTED TO TOP
OF BASIN
E
BOTTOM OF
INFILTRATION BASIN=37.0
4' X 4' PRECAST
TOP ELEV.=38.25 RIP -RAP ENERGY DISSIPATOR
INV. OUT=35.37 15'W X 25'L X 18"D
INV. OUT=35.0
NCDENR INFILTRATION BASIN SPILLWAY TO COUNTY POND
NTS
4'
PLAN
8" #57 STONE OVER
MARIFI 60OX FABRIC
1 FOOT SQUARE
I
1/2" OPNG, GALV. OR ALUMINUM EXPANDED
METAL SCREEN ATTACHED WITH GALV. LAG do
WEDGE ANCHORS.
VILLAGES AT
PLANTATION LANDING
Wilmington New Hanover County North Carolina
COUNTY POND
BOTTOM=35.0
NCDEQ STORM WATER DETAILS
PT 200 CAP PLATE
in
2x8 WALER
INFILTRATION POND
BOTTOM =37.0
z
x VINYL SHEET PILING - &C
0
SHOREGUARD 150 OR EOIAL
VINYL SHEETPILE WALL SYSTEM
WITHIN INFILTRATION BASIN
PREPARED FOR:
Clayton Properties Group, Inc
211 Racine Drive, Suite 101
Wilmington, NC 28403
PT 2x8 WALER�
I
PT 2x5 WALER
GALV. 5/16'x3' BOLT
WITH OVERSIZED FENDER
WASHERS.
GALV. 1/2"x16' THROUGH BOLT
WITH OVERSIZED FENDER WASHERS
VINYL SHEETPILE WALL PLAN
NOTES:
I. CONSTRUCTION LAYOUT SHALL BE BY THE CONTRACTOR FROM BENCH
MARKS AND BASE LINES ESTABLISHED BY THE CONTRACTOR.
STRUCTURAL TIMBER/VINYL SHEETPILE:
1. DRIVE AND/OR JET SHEET PILES TO MIN. PENETRATION AS SHOWN
ON PLANS.
2. BULKHEAD LUMBER
GRADE
AWPA STD. AND
CCA
TREATTREATME T
WALER
MARINE NO.1
S-DRY 19
C3/C1B/C25
KDA O 14-)
2.5 LBS/CF NET
WALLCAP
NO. 1
S-DRY 19
0.6 LBS/CF NET
SHEETING
(VINYL) IC-LOC
NORTHSTAR SERIES 1900. SHOREGUARD SERIES 150 .
4500 OR APPROVED EQUAL
4. ALL HARDWARE AND NAILS SHALL BE HOT DIP GALVANIZED UNLESS
NOTED OTHERWISE, USE CUT WASHERS UNDER ALL BOLT HEADS AND
NUTS. NAIL SIZES AND NUMBER ARE NOT SHOWN, USE ACCORDING
TO GOOD CARPENTRY PRACTICE. USE COMMON NAILS ONLY,
5. HOT DIP GALVANIZED AFTER FABRICATION ALL EXPOSED ANGLES,
PLATES, ETC, (ASTM A153).
6. USE DOUBLE HOT DIP ZINC COATED NAILS FOR PRESSURE TREATED
LUMBER "PTL" NAILS BY MAZE NAIL CO.
7. PROVIDE TREATMENT CERTIFICATES ON ALL LUMBER BY AN
INDEPENDENT 3RD PART INSPECTOR AWPB OR SPIB APPROVED AND
SUBJECT TO APPROVAL BY ENGINEER.
BY. _
GSP CONSULTINGPLLC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C-9
-T' 771
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